Franklin Medical Center - 2018-10-04_Stormwater Permit Submittal

FRANKLIN MEDICAL CENTER - 20 BED EXPANSION100 HOSPITAL DRIVELOUISBURG, NC 27549LOCATION MAPC0.0COVERC1.0NOTESC2.0EXISTING CONDITIONSC3.0DEMOLITION PLANC4.0INITIAL EROSION CONTROL PLANC4.1INTERIM EROSION CONTROL PLANC4.2FINAL EROSION CONTROL PLANC4.3STABILIZATION PLANC4.4EROSION CONTROL DETAILSC5.0SITE LAYOUT PLANC6.0GRADING & DRAINAGE PLANC7.0UTILITY PLANC8.0DETAILSC8.1DETAILSC8.2DETAILSC8.3DETAILSSHEET INDEX:PROJECTSITEPROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-1417STORMWATER MANAGEMENTPERMIT SUBMITTALC0.0COVER SHEETSCALE: 1" = 1,000'NFOX CREEKTAR RIVER
PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-1417GENERAL NOTES:1.BASE INFORMATION WAS TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BYTAYLOR WISEMAN & TAYLOR DATED 10/09/17. CRUNK ENGINEERING LLC SHALL NOT BERESPONSIBLE FOR ERRORS AND OMISSIONS RESULTING FROM THIS INFORMATION.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TOCONSTRUCT THE PROJECT AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS INACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS ANDREQUIREMENTS.3.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THECONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONSAND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL QUANTITIES, TAKE-OFFMEASUREMENTS, MATERIALS, ETC., DURING THE BID PROCESS. ANY QUANTITIES PROVIDED ONPLANS ARE PROVIDED AS A COURTESY. WHEN DISCREPANCIES OCCUR, THE PHYSICAL PLANTAKES PRECEDENCE.5.A COPY OF THE ELECTRONIC DRAWING FILE MAY BE REQUESTED FROM ENGINEER BYCONTRACTOR TO PROVIDE COORDINATES FOR LOCATION IN FIELD. IT IS THE CONTRACTOR'SRESPONSIBILITY TO REQUEST ELECTRONIC FILES AFTER ANY REVISIONS TO PLANS, IF ANY OCCUR.6.THE CONTRACTOR SHALL CHECK ALL EXISTING CONDITIONS, UTILITY INVERTS, UTILITY ROUTINGS,UTILITY CROSSINGS, AND DIMENSIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK. IT ISTHE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE PROPOSED IMPROVEMENTS SHOWNON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSEDIMPROVEMENTS. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION.7.THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. TAKE CARE TOPROTECT UTILITIES THAT ARE TO REMAIN. COORDINATE ALL CONSTRUCTION WITH THEAPPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL CALL NATIONAL ONE CALL (811) 72HOURS PRIOR TO PROCEEDING WITH ANY EXCAVATION. THE CONTRACTOR SHALL REPAIR ANYDAMAGED UTILITIES ACCORDING TO LOCAL STANDARDS AT THE CONTRACTOR'S EXPENSE.8.THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND RECEIVE APPROVAL WHERENECESSARY BEFORE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTINGAND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTIONPROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS. ALLAS-BUILTS SHALL BE PREPARED IN ACCORDANCE WITH NCDEQ REQUIREMENTS. IF A CERTIFIEDAS-BUILT SURVEY IS REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ASTAMPED SURVEY AND SUBMITTING TO ENGINEER.9.THE CONTRACTOR SHALL LIMIT CONSTRUCTION OPERATIONS TO WITHIN THE LIMITS OFCONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGES OUTSIDE THELIMITS OF CONSTRUCTION. CARE SHALL BE TAKEN TO PROTECT ANY UTILITIES, TREES, BUILDINGSETC. WHICH ARE TO REMAIN AND NOT TO BE DISTURBED BY THE CONSTRUCTION.10.EXISTING PAVEMENT OF PUBLIC ROADWAYS SHALL BE PATCHED IN ACCORDANCE WITH LOCALAGENCY STANDARDS WHEREVER UTILITY INSTALLATION REQUIRES REMOVAL OF THE EXISTINGPAVEMENT. COORDINATE PAVEMENT TRENCHING LOCATIONS WITH SITE CIVIL, PLUMBING ANDELECTRICAL PLANS.11.DIMENSIONS AND COORDINATES PROVIDED ARE TO FACE OF CURB AND/OR EXTERIOR FACE OFBUILDING UNLESS OTHERWISE NOTED.12.THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OFACCIDENT PREVENTION AND CONSTRUCTION ISSUED BY AGC OF AMERICA, INC. AND THE SAFETYAND HEALTH REGULATIONS OF CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF LABOR.13.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY WORKS SUCH AS BRACING,SHEETING AND SHORING, BLASTING PROTECTION, WARNING LIGHTS AND BARRICADES, ETC. ASMAY BE NECESSARY FOR THE PROTECTION OF LIFE AND PROPERTY FOR HIS OWN EMPLOYEESAND THE GENERAL PUBLIC.14.PORTIONS OF THE WORK SHOWN ON THESE PLANS MAY REQUIRE TRENCH AND/OR MASSEXCAVATION. IN SOME CASES, THIS WILL REQUIRE THE REMOVAL OF ROCK. IN THE USE OFEXPLOSIVES FOR THE SUBSEQUENT EXCAVATION OF ROCK MATERIAL, ALL APPLICABLE LOCAL ANDSTATE REQUIREMENTS REGARDING THE USE AND STORAGE OF EXPLOSIVE MATERIAL SHALL BEFOLLOWED. THE PROPER PERMITS MUST BE SECURED AND PRE-BLAST SURVEYS WILL BECONDUCTED IN AREAS WHERE ADJACENT PROPERTIES OR IMPROVEMENTS OFF OF THE PROJECTPROPERTY COULD BE IMPACTED. IN PORTIONS OF THE PROJECT WHERE TRENCH EXCAVATION ISREQUIRED, THE CONTRACTOR WILL BECOME FAMILIAR WITH ALL APPLICABLE TRENCH SAFETYREQUIREMENTS AND REGULATIONS AND TAKE THE NECESSARY MEASURES TO INSURE THE SAFETYOF HIS EMPLOYEES AND ANY OTHER INDIVIDUALS HAVING A NEED TO BE IN AND AROUND THEWORK.15.ANY WORK UNACCEPTABLE TO THE OWNER'S REPRESENTATIVE OR TO THE LOCAL AGENCY(S)SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THEOWNER.DEMOLITION NOTES:1.THE CONTRACTOR SHALL VERIFY THE LIMITS OF DEMOLITION WITH THE OWNER'S REPRESENTATIVEPRIOR TO COMMENCEMENT OF WORK.2.THE CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED,REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUSMATERIAL. UPON REMOVAL NO ROOT GREATER THAN THREE INCHES IN DIAMETER SHALL REMAINWITHIN FIVE FEET OF AN UNDERGROUND STRUCTURE OR UTILITY LINE OR UNDER PAVEDFOOTINGS OR PAVED AREAS.3.IN AREAS WHERE EXISTING PAVEMENT, WALKS, OR CURBS ARE TO BE REMOVED, SAW CUT TOPROVIDE A CLEAN EDGE. COORDINATE EXTENT OF PAVEMENT DEMOLITION WITH THE LIMIT OFIMPROVEMENTS ON THE SITE LAYOUT PLAN AND UTILITY PLAN.4.THE CONTRACTOR SHALL COORDINATE PHASING OF THE DEMOLITION WITH THE OWNER'SREPRESENTATIVE AND UTILITY PROVIDERS PRIOR TO BEGINNING WORK. DISRUPTION OFEXISTING UTILITY SERVICES AND TRAFFIC PATTERNS SHALL BE MINIMIZED TO THE EXTENT POSSIBLEAND INITIATED ONLY AFTER APPROVAL BY THE LOCAL AGENCY(S) AND UTILITY PROVIDER(S).5.THE EXISTING SITE CONTAINS AN UNDERGROUND IRRIGATION SYSTEM. THE CONTRACTOR MUSTPROVIDE CAPS FOR LINES THAT MUST BE CUT, AND RE-ROUTE THE IRRIGATION SYSTEM TOACCOMMODATE EXCAVATION FOR THE PROPOSED PROJECT. THE IRRIGATION SYSTEM SHALL BEREINSTALLED ON A DESIGN BUILD BASIS PRIOR TO THE END OF CONSTRUCTION.6.NO UTILITY OR STORM SEWER LINES SHALL BE DEMOLISHED UNTIL THE NEW LINES HAVE BEENINSTALLED AND ARE PLACED INTO OPERATION.7.THE CONTRACTOR SHALL INCORPORATE INTO HIS WORK ANY ISOLATION VALVES ORTEMPORARY PLUGS REQUIRED TO CONSTRUCT NEW UTILITY LINES AND DEMOLISH EXISTINGUTILITY LINES.8.WHERE WATER LINE AND SEWER LINE ABANDONMENT IS PLANNED, THE CONTRACTOR MAYABANDON WATER LINES AND SEWER LINES IN PLACE WHERE THEY OCCUR AT LEAST 24 INCHES(TO TOP OF PIPE) BELOW FINAL SUBGRADE ELEVATIONS AND OUTSIDE THE BUILDING FOOTPRINT. ALL UTILITY LINES BEING ABANDONED IN PLACE SHALL HAVE ALL ENDS PERMANENTLYCLOSED USING A CONCRETE PLUG.9.CAVITIES AND TRENCHES LEFT BY DEMOLITION WORK SHALL BE BACKFILLED AND COMPACTED INACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.10.ALL MATERIALS BEING REMOVED AND NOT RELOCATED UNDER THE NEW CONSTRUCTION,INCLUDING TREES AND SHRUBS, SIGNS, LIGHT POLES, UTILITY STRUCTURES, ETC., SHALL BE FIRSTOFFERED TO THE OWNER'S REPRESENTATIVE AND IF NOT ACCEPTED SHALL THEN BE PROPERLYDISPOSED OF BY THE CONTRACTOR.SITE GRADING NOTES:1.THE EXISTING AND PROPOSED TOPOGRAPHIC INFORMATION IS BASED OFF THE TOPOGRAPHICSURVEY PERFORMED BY TAYLOR WISEMAN & TAYLOR DATED 10/09/17. BENCHMARK LOCATIONAND ELEVATIONS ARE AS REPRESENTED BY THE SURVEYOR AT THE TIME OF THE SURVEY. THECONTRACTOR SHALL VERIFY ITS CORRECTNESS PRIOR TO CONSTRUCTION.2.THE DISTURBED AREA FOR THIS PROJECT IS APPROXIMATELY 3.75 ACRES.3.THE SUBJECT PROPERTY IS WITHIN FLOOD HAZARD ZONE X ACCORDING TO PANEL No. 2806 JOF COMMUNITY NUMBER 370098 (TOWN OF LOUISBURG), BEARING MAP # 3720280600J ,DATED APRIL 16, 2013.4.MULCH AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING ISCOMPLETED, UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL TAKE WHATEVER MEANSNECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION.5.THE CONTRACTOR SHALL CHECK EXISTING GRADES AND DIMENSIONS PRIOR TO BEGINNINGWORK AND REPORT ANY DISCREPANCIES TO THE ENGINEER. THIS GRADING & DRAINAGE PLAN ISNOT A DETERMINATION OR GUARANTEE OF THE SUITABILITY OF THE SUBSURFACE CONDITIONSFOR THE WORK INDICATED. A GEOTECHNICAL SOILS REPORT HAS BEEN PREPARED AND ISAVAILABLE FROM THE OWNER. DETERMINATION OF THE SUBSURFACE CONDITIONS FOR THEWORK INDICATED IS THE CONTRACTOR'S SOLE RESPONSIBILITY.6.IF ANY SPRINGS OR UNDERGROUND STREAMS ARE EXPOSED DURING CONSTRUCTION THEOWNER'S REPRESENTATIVE AND ENGINEER SHALL BE NOTIFIED IMMEDIATELY. PERMANENTMEDIATION MAY BE REQUIRED, THE LOCATION AND SPECIFICATION OF WHICH WILL BEDETERMINED BY THE CONDITIONS WHICH ARE ENCOUNTERED.7.THE PROPOSED GRADING AND DRAINAGE PLAN CONTAIN CONTOUR LINES AND SPOTELEVATIONS RESULTING FROM AN ENGINEERED DESIGN AND REFLECT A PLANNED INTENT WITHREGARD TO DRAINAGE AND MOVEMENT OF MATERIALS. SHOULD THE CONTRACTOR HAVE ANYQUESTION OF THE INTENT OR ANY PROBLEM WITH THE CONTINUITY OF GRADES, THE ENGINEERSHALL BE CONTACTED IMMEDIATELY.8.ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON PLANS.FILL SLOPES OF 3:1 AND GREATER SHALL BE PLACED AND COMPACTED A MINIMUM OF 5 FEETBEYOND THE PROPOSED SLOPE LIMITS AND THEN EXCAVATED BACK TO THE PROPOSEDLOCATION.9.THE MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING SPACES SHALL BE 2.0% IN ANY DIRECTION.THE MINIMUM GRADE ON ASPHALT OR CONCRETE PAVING SHALL BE 1.0% UNLESS OTHERWISEINDICATED ON PLANS.10.PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. SLIGHTFIELD ADJUSTMENT MAY BE REQUIRED. THE CONTRACTOR WILL BE REQUIRED TO ADJUST GRADESOF INTERSECTING STREETS, ALLEYS, PUBLIC ENTRANCES AND PRIVATE DRIVES AS DIRECTED BY THEENGINEER.11.THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AT ALL TIMES DURING AND AFTERCONSTRUCTION. SOIL AFFECTED BY PERCHED WATER IN FOUNDATION AND PAVEMENT AREASMUST BE UNDERCUT AND REPLACED WITH SUITABLE FILL MATERIALS APPROVED BY AGEOTECHNICAL ENGINEER. GROUNDWATER INFILTRATION INTO EXCAVATIONS SHOULD BEEXPECTED, AND THE WATER SHALL BE REMOVED USING GRAVITY DRAINAGE OR PUMPING.12.THE CONTRACTOR SHALL TAKE SPECIAL CARE TO COMPACT FILL SUFFICIENTLY AROUND ANDOVER ALL PIPES, STRUCTURES, VALVE STEMS, ETC., INSIDE THE PROPOSED PAVED AREAS TO AVOIDSETTLEMENT. ANY SETTLEMENT DURING THE WARRANTY PERIOD SHALL BE RESTORED BY THECONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.13.THE CONTRACTOR SHALL NOT DISTURB VEGETATION OR REMOVE ANY TREES EXCEPT WHENNECESSARY FOR GRADING PURPOSES.14.THE CONTRACTOR SHALL STRIP TOPSOIL FROM ALL CUT AND FILL AREAS AND STOCKPILE. UPONCOMPLETION OF GENERAL GRADING THE TOPSOIL SHALL BE PLACED OVER ALL DISTURBED AREASTO A MINIMUM DEPTH OF 6". CONTRACTOR SHALL PROVIDE ADDITIONAL TOPSOIL IFINSUFFICIENT QUANTITIES EXIST ON SITE. THE CONTRACTOR SHALL PROVIDE MEASURES TOPREVENT SEDIMENT FROM STOCKPILED TOPSOIL OR FILL MATERIAL FROM CONTAMINATINGSURROUNDING AREAS OR ENTERING NEARBY STREAMS.15.ALL FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.THIS MATERIAL SHALL BE PLACED IN LIFTS AND COMPACTED AS DIRECTED BY THE GEOTECHNICALENGINEER (TO 95% STANDARD PROCTOR).16.THE CONTRACTOR IS RESPONSIBLE FOR PERMITTING ANY SITE USED FOR DISPOSAL AND/ORSTOCKPILE OF ANY MATERIAL FOR SUCH ACTIVITY. A COPY OF THE APPROVED PERMIT MUST BEPROVIDED TO THE INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON ANY PROPERTY.FAILURE TO DO SO MAY RESULT IN THE CONTRACTOR REMOVING ANY ILLEGALLY PLACEDMATERIAL AT HIS OWN EXPENSE.17.ANY EXCESS EARTH MATERIAL AS A RESULT FROM GRADING ACTIVITIES SHALL BE FIRST OFFEREDTO THE OWNER. IF NOT ACCEPTED BY THE OWNER, THE CONTRACTOR SHALL DISPOSE OF EARTHMATERIAL OFF SITE AT NO ADDITIONAL COST TO THE OWNER. IT IS THE CONTRACTOR'SRESPONSIBILITY TO IMPORT SUITABLE MATERIAL FOR GRADING ACTIVITIES IF SUFFICIENTAMOUNTS OF EARTH MATERIAL ARE NOT AVAILABLE ON SITE AT NO ADDITIONAL COST TO THEOWNER.18.SEGMENTAL WALLS SHALL BE PROVIDED BY THE CONTRACTOR ON A DESIGN BUILD BASIS. WALLDESIGN PLANS STAMPED BY A REGISTERED ENGINEER IN THE STATE OF THE PROJECT SHALL BESUBMITTED TO THE ENGINEER AS A SHOP DRAWING AND INCLUDED IN THE CONSTRUCTIONDOCUMENTS.19.TOP OF GRATE ELEVATIONS FOR DRAINAGE STRUCTURES SHALL BE AS SHOWN ON THE DETAILAND GRADING PLAN, UNLESS NOTED OTHERWISE. THE GRATES SHALL SLOPE WITH THEPAVEMENT AND/OR CURB AND GUTTER GRADES. LOCATION OF DRAINAGE STRUCTURES IS ASSHOWN ON THE GRADING PLAN.20.THE CONTRACTOR SHALL COORDINATE EXACT LOCATION OF STORM DRAIN CONNECTIONS ATTHE BUILDING WITH THE PLUMBING PLANS.21.REINFORCED CONCRETE STORM PIPE SHALL MEET ASTM 76CLASS III, WALL TYPE "B" MESHREINFORCEMENT. HIGH DENSITY POLYETHYLENE PIPE (HDPE) SHALL MEET ASTM F 2648.POLYVINYLCHLORIDE PIPE (PVC) SHALL MEET ASTM D3034, SDR 35.UTILITY NOTES:1.ALL WATER LINES, SEWER LINES AND APPURTENANCES SHALL BE CONSTRUCTED OF MATERIALS THATCONFORM WITH LOCAL AGENCY(S) AND UTILITY PROVIDER DETAILS AND SPECIFICATIONS.2.SANITARY SEWER SHALL BE OF MATERIAL AS SPECIFIED ON PLANS. POLYVINYLCHLORIDE (PVC) SHALLMEETASTM D3034 SDR35. DUCTILE IRON PIPE (DIP) SHALL MEET ANSI21.51/AWWA C-151 CLASS 52.3.WATER LINES SHALL BE OF MATERIAL AS SPECIFIED ON PLANS. CEMENT LINED DUCTILE IRON (DIP)SHALL MEET AWWA C-151CLASS 52. POLYVINYLCHLORIDE (PVC) SHALL MEET AWWA C-900, SDR 18,CLASS 150.4.A MINIMUM COVER OF 36" SHALL BE PROVIDED OVER ALL WATER LINES.5.THE CONTRACTOR SHALL MAINTAIN A HORIZONTAL SEPARATION OF 10 FEET BETWEEN SANITARYSEWER LINES AND WATER LINES. WHERE THESE CRITERIA CANNOT BE MET, THE CONTRACTOR SHALLMAINTAIN 18" VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES.6.EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THESURVEYOR AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLYVERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTINGUNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELYACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'SRESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'SFAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER ORENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSEOF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARYBRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE AUTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIRPERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.7.THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF THE POINT OFCONNECTIONS OF ALL UTILITIES PRIOR TO ORDERING OF MATERIALS OR COMMENCEMENT OF WORK.REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.8.THE CONTRACTOR SHALL COORDINATE THE SEQUENCE OF CONSTRUCTION FOR ALL UTILITY LINES TOPREVENT CONFLICTS WITH EXISTING OR PROPOSED WATER LINES, SANITARY SEWER LINES, SANITARYSEWER SERVICES, STORM SEWERS, OR ANY OTHER UTILITY OR STRUCTURE.9.BEFORE CONNECTIONS ARE MADE INTO EXISTING UTILITIES, THE NEW LINES ARE TO BE FLUSHED ANDTESTED BY THE CONTRACTOR IN ACCORDANCE WITH THE LOCAL AGENCY(S) AND UTILITY PROVIDER(S)WATER AND SEWER SPECIFICATIONS.10.REDUCED PRESSURE BACKFLOW PREVENTOR (RPBP) OR DUAL CHECK WILL BE REQUIRED ON ALL TESTSAND FILL LINES (JUMPER) NEEDED FOR WATER MAIN CONSTRUCTION AND MUST BE APPROVED BYLOCAL AGENCY AND UTILITY PROVIDER.11.THE CONTRACTOR SHALL PROVIDE ALL HORIZONTAL AND VERTICAL BENDS TO ATTAIN THEALIGNMENT INDICATED ON THE PLANS. PROVIDE VERTICAL BENDS WHERE NECESSARY TO ALLOWWATER LINES TO PASS UNDER OR OVER OTHER UTILITY LINES (ALL BENDS AND BRACES NEEDED MAYNOT BE SHOWN ON THESE PLANS). PROVIDE BRACING AND/OR RODDING AT ALL BENDS AND TEESAS REQUIRED.12.THE CONTRACTOR SHALL COORDINATE EXACT LOCATION OF UTILITY CONNECTIONS AT THE BUILDINGWITH PLUMBING PLANS.13.PROPOSED GAS LINE, ELECTRIC LINE AND TELEPHONE LINE CONSTRUCTION AND INSTALLATION SHALLBE COORDINATED WITH THE RESPECTIVE UTILITY PROVIDERS.14.THE EXISTING SITE CONTAINS AN UNDERGROUND IRRIGATION SYSTEM. THE CONTRACTOR MUSTPROVIDE CAPS FOR LINES THAT MUST BE CUT, AND RE-ROUTE THE IRRIGATION SYSTEM TOACCOMMODATE EXCAVATION FOR THE PROPOSED PROJECT. THE IRRIGATION SYSTEM SHALL BEREINSTALLED ON A DESIGN BUILD BASIS PRIOR TO THE END OF CONSTRUCTION.15.EXISTING CASTINGS LOCATED IN FILL/CUT AREAS SHALL BE ADJUSTED TO ENSURE THAT THE TOP OFCASTING IS FLUSH WITH THE FINISHED GRADE.16.THE CONTRACTOR SHALL MARK THE LOCATION OF ALL NEW PVC LINES WITH #8 WIRE.17.ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE BY THE CORING AND RESILIENT SEAL METHOD.18.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTIVE MEASURES TO SAFEGUARD EXISTINGUTILITIES FROM DAMAGE DURING CONSTRUCTION OF THIS PROJECT. IN THE EVENT THAT SPECIALEQUIPMENT IS REQUIRED TO WORK OVER AND AROUND THE UTILTIES, THE CONTRACTOR WILL BEREQUIRED TO FURNISH SUCH EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER.19.ALL FIRE LINES SHALL BE INSTALLED BY A SPRINKLER CONTRACTOR LICENSED IN THE STATE OF THEPROJECT.20.PRIOR TO SUBMITTING OF BID, THE CONTRACTOR WILL BE RESPONSIBLE FOR CONTACTING OWNERSOF ALL AFFECTED UTILITIES IN ORDER TO DETERMINE THE EXTENT TO WHICH UTILITY RELOCATIONSAND/OR ADJUSTMENTS WILL HAVE UPON THE SCHEDULE OF WORK FOR THE PROJECT. WHILE SOMEWORK MAY BE REQUIRED 'AROUND' UTILITY FACILITIES THAT WILL REMAIN IN PLACE, OTHER UTILITYFACILITIES MAY NEED TO BE ADJUSTED CONCURRENTLY WITH THE CONTRACTOR'S OPERATIONS.SITE DESCRIPTION:1.THE SITE IS LOCATED IN LOUISBURG, NORTH CAROLINA, FRANKLIN COUNTY, PARCEL 015421 AND015422. THE SITE CONSISTS OF 9.46 ACRES, 3.75 ACRES WILL BE DISTURBED AS PART OF THIS PROJECT.2.APPROXIMATE CONSTRUCTION TIME TABLE:BEGIN CONSTRUCTION - DECEMBER 2018COMPLETE CONSTRUCTION - DECEMBER 20193. TOTAL SITE AREA = 9.46 ACRES DISTURBED AREA = 3.75 ACRESC1.0NOTESSCHEDULE OF INSPECTION & MAINTENANCE NOTESTHE FOLLOWING NOTES ARE TAKEN FROM NC DENR GENERAL PERMIT - NCG 010000 FORCONSTRUCTION ACTIVITIES. THEY ARE REPRODUCED HERE TO PROVIDE EMPHASIS ONLY. THESUB-CONTRACTOR MUST ADHERE TO ALL REQUIREMENTS OF THE GENERAL PERMIT.1. SITE INSPECTIONS OF ALL SEDIMENT AND EROSION CONTROL MEASURES AND OUTFALL POINTS SHALLBE COMPLETED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORMEVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD.2. DISTURBED AREA AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATIONSHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGESYSTEM. ALL EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE STORM WATER POLLUTIONPREVENTION PLAN AND IN THE CONTRACT DOCUMENTS SHALL BE OBSERVED TO ENSURE THAT THEY AREOPERATING CORRECTLY.3. OUTFALL POINTS (WHERE STORMWATER LEAVES THE GROUND LEASE LINE OR WHERE DISCHARGESFROM THE SITE ENTER STREAMS OR WET WEATHER CONVEYANCES) SHALL BE INSPECTED TO ASCERTAINWHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING NEGATIVE IMPACTS TORECEIVING WATERS. WHERE DISCHARGE LOCATIONS ARE INACCESSIBLE, NEARBY DOWNSTREAMLOCATIONS SHALL BE INSPECTED IF POSSIBLE. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALLBE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING.4. BASED ON THE RESULTS OF THE INSPECTION, ANY INADEQUATE CONTROL MEASURES, OR CONTROLMEASURES IN DISREPAIR, SHALL BE REPLACED OR MODIFIED, OR REPAIRED BY THE SUB-CONTRACTOR ASSOON AS POSSIBLE AND BEFORE THE NEXT RAINFALL EVENT THAT RESULTS IN STORMWATER RUNOFF. THECONTRACTOR SHALL NOTIFY THE DIVISION OF LAND RESOURCES REGARDING ANY MODIFICATION TO THEAPPROVED SEDIMENT AND EROSION CONTROL PLAN PER THE GENERAL PERMIT REQUIREMENTS.5. INSPECTIONS SHALL BE DOCUMENTED AND INCLUDE THE SCOPE OF THE INSPECTION, NAME(S) OFPERSONNEL MAKING THE INSPECTION, THE DATE AND TIME OF THE INSPECTION, MAJOR OBSERVATIONSRELATING TO DISCHARGES OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITE AND OF ANY CONTROLDEVICE THAT FAILED TO OPERATE AS DESIGNED OR PROVED INADEQUATE FOR A PARTICULAR LOCATIONAND ANY CORRECTIVE ACTIONS TAKEN.6. THE SEDIMENT BASIN SHOULD BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES THECLEANOUT ELEV. INDICATED ON THE OUTLET STRUCTURE.EROSION CONTROL TYPICAL NOTES1. ALL CONTROL MEASURES MUST BE PROPERLY SELECTED, INSTALLED, AND MAINTAINED IN ACCORDANCEWITH THE MANUFACTURE'S SPECIFICATIONS, NC DENR STANDARDS, AND THE CONTRACT DOCUMENTS. IFPERIODIC INSPECTIONS OR OTHER INFORMATION INDICATES A CONTROL HAS BEEN USEDINAPPROPRIATELY OR INCORRECTLY, THE CONTRACTOR MUST REPLACE OR MODIFY THE CONTROL FORSITE SITUATIONS.2. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT THAT HAVENOT REACHED A STREAM OR WETLAND, MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZEOFFSITE IMPACTS. PERMITTEES SHALL NOT INITIATE REMEDIATION/RESTORATION OF A STREAM WITHOUTCONSULTING THE OWNER'S REPRESENTATIVE FIRST. THE NPDES PERMIT DOES NOT, HOWEVER, AUTHORIZEACCESS TO PRIVATE PROPERTY.3. SEDIMENT SHOULD BE REMOVED FROM SEDIMENT TRAPS, SILT FENCES, DIVERSION DITCHES, AND OTHERSEDIMENT CONTROLS AS NECESSARY, AND MUST BE REMOVED WHEN DESIGN CAPACITY HAS BEENREDUCED BY 50%.4. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS EXPOSED TO STORM WATER SHALL BEPICKED UP PRIOR TO ANTICIPATED STORM EVENTS, OR OTHERWISE PREVENTED FROM BECOMING APOLLUTANT SOURCE FOR STORM WATER DISCHARGES.5. PRE-CONSTRUCTION VEGETATIVE GROUND COVER SHALL NOT BE DESTROYED, REMOVED OR DISTURBEDMORE THAN 10 CALENDAR DAYS PRIOR TO GRADING OR EARTH MOVING UNLESS THE AREA IS SEEDEDAND/OR MULCHED OR OTHER TEMPORARY COVER IS INSTALLED.6. CLEARING AND GRUBBING MUST BE HELD TO THE MINIMUM NECESSARY FOR GRADING ANDEQUIPMENT OPERATION.7. CONSTRUCTION MUST BE SEQUENCED TO MINIMIZE THE EXPOSURE TIME OF GRADED OR DENUDEDAREAS.8. ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE AND FUNCTIONALBEFORE ANY LAND DISTURBANCE OPERATIONS BEGIN, AND MUST BE CONSTRUCTED AND MAINTAINEDTHROUGHOUT THE CONSTRUCTION PERIOD. TEMPORARY MEASURES MAY BE REMOVED AT THEBEGINNING OF THE WORK DAY, BUT MUST BE REPLACED AT THE END OF THE WORK DAY.9. THE FOLLOWING RECORDS SHALL BE MAINTAINED ON SITE; THE DATES WHEN MAJOR GRADINGACTIVITIES OCCUR; THE DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASEON A PORTION OF THE SITE; AND THE DATES WHEN STABILIZATION MEASURES ARE INITIATED.10. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITEWHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASEMORE THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HASTEMPORARILY OR PERMANENTLY CEASED. EXCEPT IN THE FOLLOWING TWO SITUATIONS: 1. WHERE THEINITIATION OF STABILIZATION MEASURES IS PRECLUDED BY SNOW COVER OR FROZEN GROUNDCONDITIONS, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL; OR 2. WHERECONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBINGACTIVITIES WILL BE RESUMED WITHIN 21 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TOBE INITIATED ON THAT PORTION OF SITE.11. TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE ACCOMPLISHED WITHIN 15 DAYS AFTERFINAL GRADING OR OTHER EARTH WORK. PERMANENT STABILIZATION WITH PERENNIAL VEGETATION OROTHER PERMANENTLY STABLE, NON-ERODING SURFACE SHALL REPLACE ANY TEMPORARY MEASURES ASSOON AS PRACTICABLE.12. TEMPORARY SOIL STABILIZATION SHALL BE ACCOMPLISHED WITH A TEMPORARY SEED MIX AND STRAWMULCH. THE TEMPORARY SEED MIX SHALL BE AS SHOWN ON SHEET C3.2 AND SHALL BE OF ACOMMERCIAL GRADE MEETING THE REQUIREMENTS OF THE STATE SEED LAW. SEED SHALL NOT BE USEDAFTER ONE YEAR FROM DATE OF GERMINATION TEST SHOWN ON THE LABEL.13. STRAW FOR MULCHING SHALL BE FROM OATS, WHEAT, OR RYE, FREE FROM NOXIOUS WEED, MOLD,OR OTHER OBJECTIONABLE MATERIAL. STRAW MULCH SHALL BE IN AN AIR DRY CONDITION AND SHALL BESUITABLE FOR PLACING WITH AN APPROVED MECHANICAL BLOWER.14. NO SOLID MATERIALS INCLUDING BUILDING MATERIAL, SHALL BE DISCHARGED TO WATERS OF THEUNITED STATES EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.15. OFFSITE VEHICLE TRACKING OF SEDIMENTS AND THE GENERATION OF DUST SHALL BE MINIMIZED.16. UPON COMPLETION OF CONSTRUCTION AND FINAL STABILIZATION OF THE DRAINAGE AREA TO ASPECIFIC INDIVIDUAL TEMPORARY SEDIMENT TRAP, THE SUB-CONTRACTOR SHALL REMOVE ALL UNSTABLESEDIMENT AT SAID TRAP, GRADE THE AREA TO ITS END STATE CONDITION AS SHOWN ON THE GRADINGPLANS AND STABILIZE THE TEMPORARY SEDIMENT TRAP.GENERAL SEQUENCE OF CONSTRUCTION1. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTIONACTIVITY (NCG 010000) TO STORMWATER INSPECTION THROUGHOUT THE PROJECT.2. PRIOR TO BEGINNING CONSTRUCTION CALL THE STORMWATER INSPECTIONS REGIONALCOORDINATOR AT [phone] TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING.3. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, LIMIT CLEARING AND LANDDISTURBING ACTIVITY TO ONLY THE AREA NECESSARY TO INSTALL THE PERMITTED MEASURES.4. CALL THE RAPID RESPONSE NUMBER [phone] TO SCHEDULE A STORMWATER SITE INSPECTION.5. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBINGACTIVITY - CLEARING AND GRUBBING.6. DEMOLITION OF EXISTING STRUCTURES.7. COMMENCE MASS GRADING.8. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED. IF NEEDED, AT LEAST ONCEPER WEEK AND AFTER EVERY RAINFALL EVENT.9. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND SEDIMENT BUILD-UP AT ALL TEMPORARY SILTFENCING, TEMPORARY SEDIMENT TRAPS, TEMPORARY DIVERSION SWALES AND TEMPORARY INLETPROTECTION TO MAINTAIN ADEQUATE SEDIMENT CONTROL MEASURES. SEDIMENT SHOULD BE REMOVEDFROM THESE MEASURES ONCE THE SEDIMENT HAS FILLED APPROXIMATELY 50% OF THE MEASURESVOLUME.10. STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OFGRADING OR INACTIVITY ON PROJECT SITE.11. CONSTRUCTION AND PAVE PARKING AREAS. CONTRACTOR TO ENSURE EXISTING FIRE LANE ACCESS ISMAINTAINED AT ALL TIMES. REFER TO ALL SHEETS FOR MORE DETAILED INFORMATION.12. CONSTRUCT BUILDING.13. FINAL LANDSCAPING-ESTABLISHMENT OR GROUND COVER.14. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OFCERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLEHEIGHT THAT GENERALLY PROVIDES AT LEAST 80% COVERAGE THROUGHOUT THE SITE, WITH NO LARGEBARE PATCHES OR EVIDENCE OF EROSION.15. IF APPLICABLE, AT A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO SCHEDULING THESTORMWATER FINAL INSPECTION, SUBMIT A BMP AS-BUILT PLAN AND ENGINEER'S CERTIFICATION TO THETOWN OF LOUISBURG. THE CERTIFICATION MUST BE ACCEPTED PRIOR TO A CERTIFICATE OF OCCUPANCYBEING ISSUED.16. IF APPLICABLE, ELEVATION CERTIFICATE SUBMITTAL, REVIEW AND ACCEPTANCE IS REQUIRED PRIOR TOAPPROVAL OF FINAL FLOOD PERMIT INSPECTION.17. IF APPLICABLE, IMPERVIOUS SURVEY SUBMITTAL, REVIEW AND ACCEPTANCE IS REQUIRED PRIOR TOAPPROVAL OF FINAL WATERSHED PERMIT INSPECTION.18. CALL RAPID RESPONSE NUMBER [phone] TO SCHEDULE A STORMWATER FINAL INSPECTION.
N/FGREGG RANDOLPHWILLIAMSPIN # 2806-80-0776DB 1076 PG 98PB 2 PG 98N/FFRANKLIN COUNTYPIN # 2806-80-0635DB 2021 PG 641PRF 3 PG SL 23BN/FCOMMUNITY REALESTATE HOLDING CO.INC.PIN # 2806-70-9466DB 1472 PG 484PB 2 PG 98N/FBERTHA ANN AND KEVING. FULLERPIN # 2806-70-9346DB 806 PG 736PB 2 PG 98N/FROSE D READPIN # 2806-70-9330DB 1215 PG 805PB 2 PG 98N/FTOMAS W. HARRIS JR.PIN # 2806-70-9149DB 1704 PG 58PB 2 PG 98N/FJAMES B. AND LINDA W.COTTRELL PIN # 2806-80-3282N/FDOUGLAS E. NICHOLSON PIN # 2806-80-2108DB 1877 PG 978PB 3 PG 25N/FJB MANAGEMENT LLC PIN # 2806-80-4189DB 1999 PG 119N/FJOLLY ST. MEDICAL OFFICE PIN # 2806-80-5166DB 2085 PG 925PB 3 PG 25CHRISTOPHER GRAY ANDCATHERINE L. HALES PIN # 2806-80-5166PIN # 2806-80-5513PB 6 PG 45OLD RIGHT-OF-WAY LINEPFR 3 PG SL-23B
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289292294301 300298295 287288303305PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-1417C2.0EXISTING CONDITIONS2040100GRAPHIC SCALEN
N/FGREGG RANDOLPHWILLIAMSPIN # 2806-80-0776DB 1076 PG 98PB 2 PG 98N/FFRANKLIN COUNTYPIN # 2806-80-0635DB 2021 PG 641PRF 3 PG SL 23BN/FCOMMUNITY REALESTATE HOLDING CO.INC.PIN # 2806-70-9466DB 1472 PG 484PB 2 PG 98N/FBERTHA ANN AND KEVING. FULLERPIN # 2806-70-9346DB 806 PG 736PB 2 PG 98N/FROSE D READPIN # 2806-70-9330DB 1215 PG 805PB 2 PG 98N/FDOUGLAS E. NICHOLSONN/FCHRISTOPHER GRAY ANDCATHERINE L. HALESHOSPITALPIN # 2806-80-5513DB 2021 PG 641PRF 3 PG SL 23BN/FEDITH C LUMPKINPIN # 2806-80-2870TRACT 4PB 6 PG 45OLD RIGHT-OF-WAY LINEPFR 3 PG SL-23B
SS88°25'03"W 434.92'S75°12'24"E 205.56'S20°43'10"
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'RECORDED AS 434.84'RECORDED AS 13.60'RECORDED AS 66.54'RECORDED AS 71.00'RECORDED AS 216.48'RECORDED AS 51.91'RECORDED AS 32.19'SSSGDEMOLITION PLAN KEYNOTESCODEDESCRIPTIONDETAILLOCATIONREMOVE EXISTING ASPHALT PAVEMENT-REMOVE EXISTING CONCRETE PAVEMENT-REMOVE EXISTING CONCRETE SIDEWALK-REMOVE EXISTING CURB-SAWCUT EDGE OF PAVEMENT DEMOLITION-REMOVE EXISTING RETAINING WALL-REMOVE EXISTING TREE-REMOVE EXISTING VEGETATION-REMOVE EXISTING ELECTRICAL LINE-REMOVE EXISTING STORM LINE-REMOVE EXISTING SIGN-REMOVE EXISTING POWER POLE-D1D2D3D4D5D6D7D8D9D10D11D12PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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TH CAROLINAP
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OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-14172040100GRAPHIC SCALEPROPOSEDDEMOLITION LEGENDASPHALT PAVEMENT DEMOLITIONCONCRETE PAVEMENT DEMOLITIONCONCRETE SIDEWALK DEMOLITIONBUILDING DEMOLITIONEDGE OF PAVEMENT REMOVALNREMOVE HELIPAD ANDASSOCIATED EQUIPMENTREMOVE UNDERGROUNDELECTRICAL LINEC3.0DEMOLITON PLAND1(TYP.)D5(TYP.)D7(TYP.)D2(TYP.)D3D3(TYP.)D3D4(TYP.)D5(TYP.)D4(TYP.)D6D7(TYP.)D8D8D7(TYP.)D10D5(TYP.)D10D9(TYP.)D9(TYP.)D2(TYP.)D7D7D11D7D7D12D12D12REMOVE AND SALVAGESTOP SIGN44.8 FT62.1 FTD1(TYP.)D4(TYP.)(TYP.)D3(TYP.)(TYP.)SHORING TO BE PROVIDED.SEE STRUCTURAL PLANSFOR DETAILS.D6(TYP.)11.6

F
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D1150.7 FTD6(TYP.)REMOVE GRAVEL DRIVEUP TO PROPERTY LINE.D8D7(TYP.)D1D12
N/FGREGG RANDOLPHWILLIAMSPIN # 2806-80-0776DB 1076 PG 98PB 2 PG 98N/FFRANKLIN COUNTYPIN # 2806-80-0635DB 2021 PG 641PRF 3 PG SL 23BN/FCOMMUNITY REALESTATE HOLDING CO.INC.PIN # 2806-70-9466DB 1472 PG 484PB 2 PG 98N/FBERTHA ANN AND KEVING. FULLERPIN # 2806-70-9346DB 806 PG 736PB 2 PG 98N/FROSE D READPIN # 2806-70-9330DB 1215 PG 805PB 2 PG 98N/FTOMAS W. HARRIS JR.PIN # 2806-70-9149DB 1704 PG 58PB 2 PG 98N/FJAMES B. AND LINDA W.COTTRELL PIN # 2806-80-3282N/FDOUGLAS E. NICHOLSON PIN # 2806-80-2108DB 1877 PG 978PB 3 PG 25N/FJB MANAGEMENT LLC PIN # 2806-80-4189DB 1999 PG 119N/FJOLLY ST. MEDICAL OFFICE PIN # 2806-80-5166DB 2085 PG 925PB 3 PG 25CHRISTOPHER GRAY ANDCATHERINE L. HALES PIN # 2806-80-5166PIN # 2806-80-5513PB 6 PG 45OLD RIGHT-OF-WAY LINEPFR 3 PG SL-23B
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289292294301 300298295 287288303305PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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TH CAROLINAP
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OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-14172040100GRAPHIC SCALENC4.0INITIAL EPSC PLANPROPOSED EROSION &SEDIMENT CONTROL LEGENDTEMPORARY TREE PROTECTIONTEMPORARY SILT FENCETEMPORARY INLET PROTECTIONTEMPORARY ROCK CHECK DAMTEMPORARY CONSTRUCTIONENTRANCELIMITS OF DISTURBANCENOTES:1.REFER TO SHEET C1.0 FOR NOTES.E3E1E2E3(TYP.)E2(TYP.)(TYP.)E3E4(TYP.)(TYP.)E2(TYP.)E2(TYP.)EROSION CONTROL PLANKEYNOTESCODEDESCRIPTIONDETAILLOCATIONTEMPORARY CONSTRUCTION ENTRANCEC4.4 - 1TEMPORARY SILT FENCEC4.4 - 2TEMPORARY TREE PROTECTION FENCEC4.4 - 3TEMPORARY INLET PROTECTIONC4.4 - 5TEMPORARY SEDIMENT BASINC4.4 - 6MODIFIED POND OUTLET STRUCTUREC4.4 - 7DIVERSION DITCHC4.4 - 4FAIRCLOTH SKIMMERC4.4 - 8BAFFLEC4.4 - 9CONCRETE WASHOUTC4.4 - 10RIP-RAP OUTLET PROTECTIONC8.2 - 2E1E2E3E4E5E6E7E8E9E10E11E10NOTES:1. FILL SOILS, IF REQUIRED FOR THIS SITE, CAN BE TRANSPORTED FROM THE NC DENRPERMITTED SITES.2. THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE INSTALLED AS SHOWNON THIS DRAWING. SHOULD SEDIMENT BE TRACKED ONTO THE ADJACENT ROADWAYS,THE SUB-CONTRACTORS SHALL IMMEDIATELY CLEAN ALL ROADWAYS IMPAIRED BY THETRACKED SEDIMENT. ALL CONSTRUCTION TRAFFIC SHALL ACCESS THE SITE VIA THETEMPORARY CONSTRUCTION ENTRANCE AND NOT VIA ADJACENT ROADWAYS.3. THE SUB-CONTRACTOR SHALL PLACE SILT FENCE AROUND AND STABILIZE ALLSTOCKPILES 14 DAYS AFTER COMPLETING THE STOCKPILE UNLESS FURTHERCONSTRUCTION ACTIVITY WILL OCCUR ON THE STOCKPILE.4. INSTALL TREE PROTECTION FENCE FOR AREAS THAT ARE NOT INITIALLY ACCESSIBLEONCE THE GRADING TO THE POINT OF TREE PROTECTION HAS BEEN REACHED.5. MAINTAIN ALL SEDIMENT AND EROSION CONTROL MEASURES UNTIL FINALSTABILIZATION IS ESTABLISHED.6. THE CONTRACTOR AND SUB-CONTRACTOR SHALL DESIGNATE AN AREA WHERECONCRETE TRUCKS CAN BE WASHED OUT. CONCRETE TRUCK WASH OUT AREAS SHALL BEAPPROXIMATELY 10-FT BY 10-FT BY 2-FT DEEP AND BE MAINTAINED AS REQUIRED. THESUB-CONTRACTOR SHALL PUT A HIGHLY VISIBLE SIGN TO INDICATE THIS CONCRETE WASHOUT LOCATION AND DIRECT ALL CONCRETE TRUCKS TO THIS LOCATION.NOTE:ALL SEDIMENT AND EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE INITIALMEASURES ONLY. THESE MEASURES, INCLUDING TEMPORARY SEDIMENT TRAPS, MUST BEINSTALLED AND COMPLETELY STABILIZED PRIOR TO ANY FURTHER LAND DISTURBINGACTIVITIES ON THE SITE. SHOULD SITE CONDITIONS CHANGE OR IF SITE INSPECTIONS REVEALTHE ESCAPE OF SEDIMENT FROM THE SITE, A MODIFICATION TO OR ADDITIONAL SEDIMENTAND EROSION CONTROL MEASURES MUST BE INSTALLED IMMEDIATELY. IF NOT IMMEDIATELY,IT MUST BE INSTALLED PRIOR TO THE NEXT ANTICIPATED RAINFALL EVENT. THE CONTRACTORSITE SUPERINTENDENT RESPONSIBLE FOR SEDIMENT AND EROSION CONTROL MEASURES ATTHE SITE MUST REDLINE ANY CHANGES ON THE PERMITTED SEDIMENT AND EROSIONCONTROL PLAN; INDICATING THE DATE INSTALLED, MEASURES ADDED, AND OTHER ACTIONSTAKEN.E3(TYP.)E2(TYP.)E3(TYP.)
N/FGREGG RANDOLPHWILLIAMSPIN # 2806-80-0776DB 1076 PG 98PB 2 PG 98N/FFRANKLIN COUNTYPIN # 2806-80-0635DB 2021 PG 641PRF 3 PG SL 23BN/FCOMMUNITY REALESTATE HOLDING CO.INC.PIN # 2806-70-9466DB 1472 PG 484PB 2 PG 98N/FBERTHA ANN AND KEVING. FULLERPIN # 2806-70-9346DB 806 PG 736PB 2 PG 98N/FROSE D READPIN # 2806-70-9330DB 1215 PG 805PB 2 PG 98N/FTOMAS W. HARRIS JR.PIN # 2806-70-9149DB 1704 PG 58PB 2 PG 98N/FJAMES B. AND LINDA W.COTTRELL PIN # 2806-80-3282N/FDOUGLAS E. NICHOLSON PIN # 2806-80-2108DB 1877 PG 978PB 3 PG 25N/FJB MANAGEMENT LLC PIN # 2806-80-4189DB 1999 PG 119N/FJOLLY ST. MEDICAL OFFICE PIN # 2806-80-5166DB 2085 PG 925PB 3 PG 25CHRISTOPHER GRAY ANDCATHERINE L. HALES PIN # 2806-80-5166PIN # 2806-80-5513PB 6 PG 45OLD RIGHT-OF-WAY LINEPFR 3 PG SL-23B
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277276 279 279PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-14172040100GRAPHIC SCALENC4.1INTERMEDIATE EPSC PLANPROPOSED EROSION &SEDIMENT CONTROL LEGENDTEMPORARY TREE PROTECTIONTEMPORARY SILT FENCETEMPORARY INLET PROTECTIONTEMPORARY ROCK CHECK DAMTEMPORARY CONSTRUCTIONENTRANCELIMITS OF DISTURBANCENOTES:1.REFER TO SHEET C1.0 FOR NOTES.E4E4(TYP.)E4(TYP.)E4(TYP.)E3E1E3(TYP.)(TYP.)E2(TYP.)E4E3(TYP.)E2(TYP.)E2(TYP.)E2(TYP.)E6E5E7(TYP.)E10E9(TYP.)E8SOIL STOCKPILEE2(TYP.)NOTES:1. FILL SOILS, IF REQUIRED FOR THIS SITE, CAN BE TRANSPORTED FROM THE NC DENRPERMITTED SITES.2. THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE INSTALLED AS SHOWNON THIS DRAWING. SHOULD SEDIMENT BE TRACKED ONTO THE ADJACENT ROADWAYS,THE SUB-CONTRACTORS SHALL IMMEDIATELY CLEAN ALL ROADWAYS IMPAIRED BY THETRACKED SEDIMENT. ALL CONSTRUCTION TRAFFIC SHALL ACCESS THE SITE VIA THETEMPORARY CONSTRUCTION ENTRANCE AND NOT VIA ADJACENT ROADWAYS.3. THE SUB-CONTRACTOR SHALL PLACE SILT FENCE AROUND AND STABILIZE ALLSTOCKPILES 14 DAYS AFTER COMPLETING THE STOCKPILE UNLESS FURTHERCONSTRUCTION ACTIVITY WILL OCCUR ON THE STOCKPILE.4. INSTALL TREE PROTECTION FENCE FOR AREAS THAT ARE NOT INITIALLY ACCESSIBLEONCE THE GRADING TO THE POINT OF TREE PROTECTION HAS BEEN REACHED.5. MAINTAIN ALL SEDIMENT AND EROSION CONTROL MEASURES UNTIL FINALSTABILIZATION IS ESTABLISHED.6. THE CONTRACTOR AND SUB-CONTRACTOR SHALL DESIGNATE AN AREA WHERECONCRETE TRUCKS CAN BE WASHED OUT. CONCRETE TRUCK WASH OUT AREAS SHALL BEAPPROXIMATELY 10-FT BY 10-FT BY 2-FT DEEP AND BE MAINTAINED AS REQUIRED. THESUB-CONTRACTOR SHALL PUT A HIGHLY VISIBLE SIGN TO INDICATE THIS CONCRETE WASHOUT LOCATION AND DIRECT ALL CONCRETE TRUCKS TO THIS LOCATION.NOTE:ALL SEDIMENT AND EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE INITIALMEASURES ONLY. THESE MEASURES, INCLUDING TEMPORARY SEDIMENT TRAPS, MUST BEINSTALLED AND COMPLETELY STABILIZED PRIOR TO ANY FURTHER LAND DISTURBINGACTIVITIES ON THE SITE. SHOULD SITE CONDITIONS CHANGE OR IF SITE INSPECTIONSREVEAL THE ESCAPE OF SEDIMENT FROM THE SITE, A MODIFICATION TO OR ADDITIONALSEDIMENT AND EROSION CONTROL MEASURES MUST BE INSTALLED IMMEDIATELY. IF NOTIMMEDIATELY, IT MUST BE INSTALLED PRIOR TO THE NEXT ANTICIPATED RAINFALL EVENT.THE CONTRACTOR SITE SUPERINTENDENT RESPONSIBLE FOR SEDIMENT AND EROSIONCONTROL MEASURES AT THE SITE MUST REDLINE ANY CHANGES ON THE PERMITTEDSEDIMENT AND EROSION CONTROL PLAN; INDICATING THE DATE INSTALLED, MEASURESADDED, AND OTHER ACTIONS TAKEN.TEMPORARY SEDIMENT BASINDISTURBED DRAINAGE AREA = 2.83 AC.STORAGE REQUIRED = 5,095 C.F.STORAGE PROVIDED = 9,302 C.F.Q10 = 16.55 CFSSURFACE AREA REQUIRED = 5,379 S.F.SURFACE AREA PROVIDED = 6,760 S.F.BOTTOM OF BASIN ELEV. = 274.75'CLEANOUT ELEV. = 275.25'WEIR ELEV. = 276.00'WEIR LENGTH = 2.0 FTEMERGENCY SPILLWAY ELEV. = 278.00'TOP OF EMBANKMENT ELEV. = 279.00'10-YR STORM ELEV. = 276.86'100-YR STORM ELEV. = 277.76'E11EROSION CONTROL PLANKEYNOTESCODEDESCRIPTIONDETAILLOCATIONTEMPORARY CONSTRUCTION ENTRANCEC4.4 - 1TEMPORARY SILT FENCEC4.4 - 2TEMPORARY TREE PROTECTION FENCEC4.4 - 3TEMPORARY INLET PROTECTIONC4.4 - 5TEMPORARY SEDIMENT BASINC4.4 - 6MODIFIED POND OUTLET STRUCTUREC4.4 - 7DIVERSION DITCHC4.4 - 4FAIRCLOTH SKIMMERC4.4 - 8BAFFLEC4.4 - 9CONCRETE WASHOUTC4.4 - 10RIP-RAP OUTLET PROTECTIONC8.2 - 2E1E2E3E4E5E6E7E8E9E10E11
N/FGREGG RANDOLPHWILLIAMSPIN # 2806-80-0776DB 1076 PG 98PB 2 PG 98N/FFRANKLIN COUNTYPIN # 2806-80-0635DB 2021 PG 641PRF 3 PG SL 23BN/FCOMMUNITY REALESTATE HOLDING CO.INC.PIN # 2806-70-9466DB 1472 PG 484PB 2 PG 98N/FBERTHA ANN AND KEVING. FULLERPIN # 2806-70-9346DB 806 PG 736PB 2 PG 98N/FROSE D READPIN # 2806-70-9330DB 1215 PG 805PB 2 PG 98N/FTOMAS W. HARRIS JR.PIN # 2806-70-9149DB 1704 PG 58PB 2 PG 98N/FJAMES B. AND LINDA W.COTTRELL PIN # 2806-80-3282N/FDOUGLAS E. NICHOLSON PIN # 2806-80-2108DB 1877 PG 978PB 3 PG 25N/FJB MANAGEMENT LLC PIN # 2806-80-4189DB 1999 PG 119N/FJOLLY ST. MEDICAL OFFICE PIN # 2806-80-5166DB 2085 PG 925PB 3 PG 25CHRISTOPHER GRAY ANDCATHERINE L. HALES PIN # 2806-80-5166PIN # 2806-80-5513PB 6 PG 45OLD RIGHT-OF-WAY LINEPFR 3 PG SL-23B
SS88°25'03"W 434.92'S75°12'24"E 205.56'S20
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'S15°23'19"E 13.60'N89°13'44"W 66.54'N12°10'11"E 70.93'N18°30'23"E 216.88'S89°55'08"E 51.59'N20°26'08"E 213.34'RECORDED AS 205.62'RECORDED AS 53.65'RECORDED AS 218.33'RECORDED AS 213.43'
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'RECORDED AS 434.84'RECORDED AS 13.60'RECORDED AS 66.54'RECORDED AS 71.00'RECORDED AS 216.48'RECORDED AS 51.91'RECORDED AS 32.19'SSSSG295
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289292294301 300298295 287288303305PROPOSED BUILDINGEXPANSION20-BED BHUF.F.E. = 302.70'F.F.E. = 292.70'STAIRCASEF.F.E. = 290.70'STAIRCASEMM288286285288293295297291
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301290289291285
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PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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TH CAROLINAP
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OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-14172040100GRAPHIC SCALENC4.2FINAL EPSC PLANPROPOSED EROSION &SEDIMENT CONTROL LEGENDTEMPORARY TREE PROTECTIONTEMPORARY SILT FENCETEMPORARY INLET PROTECTIONTEMPORARY ROCK CHECK DAMTEMPORARY CONSTRUCTIONENTRANCELIMITS OF DISTURBANCENOTES:1.REFER TO SHEET C1.0 FOR NOTES.E4E4(TYP.)E4(TYP.)E4(TYP.)E3E1E3(TYP.)(TYP.)E2(TYP.)E4E3(TYP.)E2(TYP.)E2(TYP.)E2(TYP.)E10THE WET POND SHALL NOT BEGRADED AND INSTALLEDUNTIL THE CONTRIBUTINGDRAINAGE AREA IS STABILIZED.SOIL STOCKPILEE2(TYP.)NOTES:1. FILL SOILS, IF REQUIRED FOR THIS SITE, CAN BE TRANSPORTED FROM THE NC DENRPERMITTED SITES.2. THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE INSTALLED AS SHOWNON THIS DRAWING. SHOULD SEDIMENT BE TRACKED ONTO THE ADJACENT ROADWAYS,THE SUB-CONTRACTORS SHALL IMMEDIATELY CLEAN ALL ROADWAYS IMPAIRED BY THETRACKED SEDIMENT. ALL CONSTRUCTION TRAFFIC SHALL ACCESS THE SITE VIA THETEMPORARY CONSTRUCTION ENTRANCE AND NOT VIA ADJACENT ROADWAYS.3. THE SUB-CONTRACTOR SHALL PLACE SILT FENCE AROUND AND STABILIZE ALLSTOCKPILES 14 DAYS AFTER COMPLETING THE STOCKPILE UNLESS FURTHERCONSTRUCTION ACTIVITY WILL OCCUR ON THE STOCKPILE.4. INSTALL TREE PROTECTION FENCE FOR AREAS THAT ARE NOT INITIALLY ACCESSIBLEONCE THE GRADING TO THE POINT OF TREE PROTECTION HAS BEEN REACHED.5. MAINTAIN ALL SEDIMENT AND EROSION CONTROL MEASURES UNTIL FINALSTABILIZATION IS ESTABLISHED.6. THE CONTRACTOR AND SUB-CONTRACTOR SHALL DESIGNATE AN AREA WHERECONCRETE TRUCKS CAN BE WASHED OUT. CONCRETE TRUCK WASH OUT AREAS SHALL BEAPPROXIMATELY 10-FT BY 10-FT BY 2-FT DEEP AND BE MAINTAINED AS REQUIRED. THESUB-CONTRACTOR SHALL PUT A HIGHLY VISIBLE SIGN TO INDICATE THIS CONCRETE WASHOUT LOCATION AND DIRECT ALL CONCRETE TRUCKS TO THIS LOCATION.NOTE:ALL SEDIMENT AND EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE INITIALMEASURES ONLY. THESE MEASURES, INCLUDING TEMPORARY SEDIMENT TRAPS, MUSTBE INSTALLED AND COMPLETELY STABILIZED PRIOR TO ANY FURTHER LAND DISTURBINGACTIVITIES ON THE SITE. SHOULD SITE CONDITIONS CHANGE OR IF SITE INSPECTIONSREVEAL THE ESCAPE OF SEDIMENT FROM THE SITE, A MODIFICATION TO ORADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MUST BE INSTALLEDIMMEDIATELY. IF NOT IMMEDIATELY, IT MUST BE INSTALLED PRIOR TO THE NEXTANTICIPATED RAINFALL EVENT. THE CONTRACTOR SITE SUPERINTENDENT RESPONSIBLEFOR SEDIMENT AND EROSION CONTROL MEASURES AT THE SITE MUST REDLINE ANYCHANGES ON THE PERMITTED SEDIMENT AND EROSION CONTROL PLAN; INDICATINGTHE DATE INSTALLED, MEASURES ADDED, AND OTHER ACTIONS TAKEN.EROSION CONTROL PLANKEYNOTESCODEDESCRIPTIONDETAILLOCATIONTEMPORARY CONSTRUCTION ENTRANCEC4.4 - 1TEMPORARY SILT FENCEC4.4 - 2TEMPORARY TREE PROTECTION FENCEC4.4 - 3TEMPORARY INLET PROTECTIONC4.4 - 5TEMPORARY SEDIMENT BASINC4.4 - 6MODIFIED POND OUTLET STRUCTUREC4.4 - 7DIVERSION DITCHC4.4 - 4FAIRCLOTH SKIMMERC4.4 - 8BAFFLEC4.4 - 9CONCRETE WASHOUTC4.4 - 10RIP-RAP OUTLET PROTECTIONC8.2 - 2E1E2E3E4E5E6E7E8E9E10E11
N/FGREGG RANDOLPHWILLIAMSPIN # 2806-80-0776DB 1076 PG 98PB 2 PG 98N/FFRANKLIN COUNTYPIN # 2806-80-0635DB 2021 PG 641PRF 3 PG SL 23BN/FCOMMUNITY REALESTATE HOLDING CO.INC.PIN # 2806-70-9466DB 1472 PG 484PB 2 PG 98N/FBERTHA ANN AND KEVING. FULLERPIN # 2806-70-9346DB 806 PG 736PB 2 PG 98N/FROSE D READPIN # 2806-70-9330DB 1215 PG 805PB 2 PG 98N/FTOMAS W. HARRIS JR.PIN # 2806-70-9149DB 1704 PG 58PB 2 PG 98N/FJAMES B. AND LINDA W.COTTRELL PIN # 2806-80-3282N/FDOUGLAS E. NICHOLSON PIN # 2806-80-2108DB 1877 PG 978PB 3 PG 25N/FJB MANAGEMENT LLC PIN # 2806-80-4189DB 1999 PG 119N/FJOLLY ST. MEDICAL OFFICE PIN # 2806-80-5166DB 2085 PG 925PB 3 PG 25CHRISTOPHER GRAY ANDCATHERINE L. HALES PIN # 2806-80-5166PIN # 2806-80-5513PB 6 PG 45OLD RIGHT-OF-WAY LINEPFR 3 PG SL-23B
SS88°25'03"W 434.92'S75°12'24"E 205.56'S20
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289292294301 300298295 287288303305PROPOSED BUILDINGEXPANSION20-BED BHUF.F.E. = 302.70'F.F.E. = 292.70'STAIRCASEF.F.E. = 290.70'STAIRCASEMM288286285288293295297291
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PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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TH CAROLINAP
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OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-14172040100GRAPHIC SCALENC4.3STABILIZATION PLANPROPOSED EROSION &SEDIMENT CONTROL LEGENDTEMPORARY TREE PROTECTIONTEMPORARY SILT FENCETEMPORARY INLET PROTECTIONTEMPORARY ROCK CHECK DAMTEMPORARY CONSTRUCTIONENTRANCELIMITS OF DISTURBANCENOTES:1.REFER TO SHEET C1.0 FOR NOTES.NOTES:1. FILL SOILS, IF REQUIRED FOR THIS SITE, CAN BE TRANSPORTED FROM THE NC DENRPERMITTED SITES.2. THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE INSTALLED AS SHOWNON THIS DRAWING. SHOULD SEDIMENT BE TRACKED ONTO THE ADJACENT ROADWAYS,THE SUB-CONTRACTORS SHALL IMMEDIATELY CLEAN ALL ROADWAYS IMPAIRED BY THETRACKED SEDIMENT. ALL CONSTRUCTION TRAFFIC SHALL ACCESS THE SITE VIA THETEMPORARY CONSTRUCTION ENTRANCE AND NOT VIA ADJACENT ROADWAYS.3. THE SUB-CONTRACTOR SHALL PLACE SILT FENCE AROUND AND STABILIZE ALLSTOCKPILES 14 DAYS AFTER COMPLETING THE STOCKPILE UNLESS FURTHERCONSTRUCTION ACTIVITY WILL OCCUR ON THE STOCKPILE.4. INSTALL TREE PROTECTION FENCE FOR AREAS THAT ARE NOT INITIALLY ACCESSIBLEONCE THE GRADING TO THE POINT OF TREE PROTECTION HAS BEEN REACHED.5. MAINTAIN ALL SEDIMENT AND EROSION CONTROL MEASURES UNTIL FINALSTABILIZATION IS ESTABLISHED.6. THE CONTRACTOR AND SUB-CONTRACTOR SHALL DESIGNATE AN AREA WHERECONCRETE TRUCKS CAN BE WASHED OUT. CONCRETE TRUCK WASH OUT AREAS SHALL BEAPPROXIMATELY 10-FT BY 10-FT BY 2-FT DEEP AND BE MAINTAINED AS REQUIRED. THESUB-CONTRACTOR SHALL PUT A HIGHLY VISIBLE SIGN TO INDICATE THIS CONCRETE WASHOUT LOCATION AND DIRECT ALL CONCRETE TRUCKS TO THIS LOCATION.NOTE:ALL SEDIMENT AND EROSION CONTROL MEASURES SHOWN ON THIS PLAN AREINITIAL MEASURES ONLY. THESE MEASURES, INCLUDING TEMPORARY SEDIMENTTRAPS, MUST BE INSTALLED AND COMPLETELY STABILIZED PRIOR TO ANYFURTHER LAND DISTURBING ACTIVITIES ON THE SITE. SHOULD SITE CONDITIONSCHANGE OR IF SITE INSPECTIONS REVEAL THE ESCAPE OF SEDIMENT FROM THESITE, A MODIFICATION TO OR ADDITIONAL SEDIMENT AND EROSION CONTROLMEASURES MUST BE INSTALLED IMMEDIATELY. IF NOT IMMEDIATELY, IT MUST BEINSTALLED PRIOR TO THE NEXT ANTICIPATED RAINFALL EVENT. THECONTRACTOR SITE SUPERINTENDENT RESPONSIBLE FOR SEDIMENT ANDEROSION CONTROL MEASURES AT THE SITE MUST REDLINE ANY CHANGES ONTHE PERMITTED SEDIMENT AND EROSION CONTROL PLAN; INDICATING THE DATEINSTALLED, MEASURES ADDED, AND OTHER ACTIONS TAKEN.NPDES NOTES:-THIS PAGE SUBMITTED TO COMPLY WITH NDPES GENERAL STORMWATER PERMITNCG010000;-THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL STORMWATERPERMIT NCG01000 ONLY;-THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NDPESGENERAL STORMWATER PERMIT NCG010000;-THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IS NOT PART OFTHE APPROVED PLANS FOR PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE.TEMPORARY SEEDING MIXTURESEEDING DATESDEC. 1 - APR. 15SPECIESRATE (LBS/AC)RYE (GRAIN)12040APR. 15 - AUG. 15ANNUAL LESPEDEZA (KOBE)50GERMAN MILLETSEEDING NOTES:OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TOEXTEND BEYOND JUNE.SOIL AMENDMENTS:FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUNDAGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.MULCH:APPLY 4,000 LB/ACRE STRAW WITH SERRATED DISK. ANCHOR STRAW BY TACKINGWITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADESSET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCE:RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RE-SEED, RE-FERTILIZE ANDMULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.THIS AREA SHALL RECEIVETEMPORARY OR PERMANENTSTABILIZATION WITH GROUNDCOVER AS SOON AS PRACTICAL(TYP.)THIS AREA SHALL RECEIVETEMPORARY OR PERMANENTSTABILIZATION WITH GROUNDCOVER AS SOON AS PRACTICAL(TYP.)EROSION CONTROL PLANKEYNOTESCODEDESCRIPTIONDETAILLOCATIONTEMPORARY CONSTRUCTION ENTRANCEC4.4 - 1TEMPORARY SILT FENCEC4.4 - 2TEMPORARY TREE PROTECTION FENCEC4.4 - 3TEMPORARY INLET PROTECTIONC4.4 - 5TEMPORARY SEDIMENT BASINC4.4 - 6MODIFIED POND OUTLET STRUCTUREC4.4 - 7DIVERSION DITCHC4.4 - 4FAIRCLOTH SKIMMERC4.4 - 8BAFFLEC4.4 - 9CONCRETE WASHOUTC4.4 - 10RIP-RAP OUTLET PROTECTIONC8.2 - 2E1E2E3E4E5E6E7E8E9E10E11
PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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TH CAROLINAP
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OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-1417C4.4EPSC DETAILS1253TEMPORARY TREE PROTECTIONNOT TO SCALECRITICAL ROOT ZONETREE PROTECTION FENCELOCATED AT THE LIMITSOF THE CRITICAL ROOTZONEREQUIRED TRENCHING/SILT FENCERADIUS OF TREE FENCE =1 FT RADIUS PER 1 INCH DBH20'-0" CRITICAL ROOT ZONEFOR A 20" DBH TREEONE 2'x2' SIGN PER EVERY 150 L.F.STAKING: "TREE PROTECTION ZONE: KEEPOUT" "LAZONA DELA PROTECCION DELARBOL: NO ENTRARI"CHAIN LINK FENCING AMINIMUM OF 4' IN HEIGHT2'x2'x60" (MIN. HEIGHT) WOOD POSTDRIVE 1' INTO UNDISTURBED GROUND 10'O.C. (MIN)4'-0" MIN.DRIPLINE (VARIES)10'-0" (MIN)FENCE LOCATIONRADIUS OF TREE FENCE =1 FT RADIUS PER 1 INCH DBHTEMPORARY SILT FENCENOT TO SCALETEMPORARY CONSTRUCTION EXITNOT TO SCALETEMPORARY INLET PROTECTIONNOT TO SCALE50-FT MIN.NOT TO SCALEWIDTH AS REQ.TO ACCOMMODATEANTICIPATED TRAFFIC (MIN. 12-FT)20-FT MIN. RADIUSAASUPPLY WATER TO WASHWHEELS IF NECESSARYSEE DETAIL 7 ON THIS SHEETCOARSE AGGREGATEASTM D448 #1 STONE.(2" TO 3" DIA.)6" MIN.FILTER FABRICFRONT VIEW#57 STONE AT2:1 SLOPEWIRE SCREENCONCRETEBLOCKSTORM STRUCTURECONCRETEBLOCKFRONT VIEWPERSPECTIVE VIEWEND VIEWARM ASSEMBLY"C" ENCLOSUREPVC ELBOWWATER SURFACEBOTTOM SURFACE6" SCHEDULE 40PVC PIPEORIFICEPLATEPVC TEEPVC VENTPIPE6" SCHEDULE 40PVC PIPEFLEXIBLEHOSEPVC ENDCAPPVC PIPE1/2" HOLES INUNDERSIDEPVC TEEPVC ENDCAPWATER ENTRYUNITNOTE: SKIMMER TO BE TETHEREDFAIRCLOTH SKIMMERNOT TO SCALE8CONCRETE WASHOUT AREANOT TO SCALESTRAW BALESTRAW BALE(TYP)10 mil PLASTIC LINING10' MINIMUM10' MINIMUMBINDER WIRENATIVE MATERIAL(OPTIONAL)STAPLES(2 PER BALE)WOOD ORMETAL STAKES(2 PER BALE)SECTION B-BNOT TO SCALE10 mil PLASTIC LININGBBPLANNOT TO SCALECONCRETE WASHOUTSIGN DETAIL(OR EQUIVALENT)PLYWOOD48"X24"PAINTED WHITEBLACK LETTERS6" HEIGHTLAG SCREWS36"36"TYPE "ABOVE GRADE" WITH STRAW BALES2"8"1.12" DIASTEEL WIRESTAPLEDETAILCONCRETEWASHOUTWOOD POST3.5"X3.5"X8'1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLEDWITHIN 30' OF THE TEMPORARY CONCRETE WASHOUTFACILITY.3. MATERIALS USED TO CONSTRUCT TEMPORARYCONCRETE WASHOUT FACILITIES SHALL BE REMOVEDFROM THE SITE OF THE WORK AND DISPOSED OF ORRECYCLED.4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCECAUSED BY THE REMOVAL OF THE TEMPORARYCONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED,REPAIRED, AND STABILIZED TO PREVENT EROSION.10EXTEND 9 GAUGE WIRE TO BASIN SIDEOR INSTALL T-POST TO ANCHOR BAFFLETO SIDE OF BASIN AND SECURE TO VERTICAL POST.9 GAUGE MIN. HIGHTENSION WIRE STRANDSHALL BE SECUREDTO POST TO SUPPORTBAFFLE MATERIAL4'MAXSUPPORT POSTSPACED EVERY 4'24" INTO BOTTOMOR SIDESDESIGN LIFE OF FABRICIS 6-12 MONTHSSECURE BOTTOM OF BAFFLE TO GROUND WITH12" STAPLES AT 12" MAXIMUM SPACING.3'minBAFFLE DETAILNOT TO SCALE9SEDIMENT BASINNOT TO SCALE616"TEMPORARY SEDIMENT POOL1' MIN.2' MAXMODIFIED POND OUTLET STRUCTURENOT TO SCALE7PRECAST CATCH BASIN2-FT WIDE WEIRELEV. = 276.00'TOP OF RISERELEV. = 278.00'6" PVC PIPECONNECTION FORFAIRCLOTH SKIMMERINV. ELEV. = 274.75'2-FT2-FTPROVIDE TRASH RACK OVER RISERAND WEIRS. RACK TO BE 2"x2"ANGLES WELDED AT CORNERSWITH #5 BARS SPACED EVENLYBOTH WAYS. TACK WELD AT EACHCROSSING AND EACH END.2-FT WIDE WEIRELEV. = 276.00'18" HDPE PIPEINV. = 274.50'PLAN VIEWCROSS SECTION-BCROSS SECTION-A6" PVC PIPE. SECURE TOOUTLET STRUCTURE ATINV. ELEV. = 274.75'FOR CONNECTION OFFAIRCLOTH SKIMMER.18" HDPE PIPEINV. = 274.50'2-FT WIDE WEIRELEV. = 276.00'6" PVC PIPE. SECURE TOOUTLET STRUCTURE ATINV. ELEV. = 274.75'FOR CONNECTION OFFAIRCLOTH SKIMMER.TEMPORARY DIVERSION DITCHNOT TO SCALE4MAINTENANCE:Maintain the gravel pad in a condition to prevent mud or sediment from leaving the construction site. This may require periodictopdressing with 2-inch stone. After each rainfall, inspect any structure used to trap sediment and clean it out as necessary.Immediately remove all objectionable materials spilled, washed, or tracked onto public roadways.MAINTENANCE:Inspect temporary diversions once a week and after every rainfall. Immediately remove sediment from the flow area and repair thediversion ridge. Carefully check outlets and make timely repairs as needed. When the area protected is permanently stabilized,remove the ridge and the channel to blend with the natural ground level and appropriately stabilize it.MAINTENANCE:Continue to care for the site until the new owner takes possession.Take these steps after all materials and equipment have beenremoved from the site:•Remove tree protection zone fences.•Prune any damaged trees. In spite of precautions, somedamage to protected trees may occur. In such cases, repair anydamage to the crown, trunk, or root system immediately.•Repair roots by cutting off the damaged areas andpainting them with tree paint. Spread peat moss or moist topsoilover exposed roots.•Repair damage to bark by trimming around the damagedarea, taper the cut to provide drainage, and paint with tree paint.•Cut off all damaged tree limbs above the tree collar at thetrunk or main branch. Use three separate cuts to avoid peelingbark from healthy areas of the tree.•Continue maintenance care. Pay special attention to anystressed, diseased, or insect-infested trees. Reduce tree stresscaused by unintended construction damage by optimizing plantcare with water, mulch, and fertilizer where appropriate. Consultyour tree expert if needed.•Inform the property owner about the measures employed duringconstruction, why those measures were taken, and how the effortcan be continued.MAINTENANCE:Inspect sediment fences at least once a week and after each rainfall. Make any required repairs immediately. Should thefabric of a sediment fence collapse, tear, decompose or become ineffective, replace it promptly. Remove sediment deposits asnecessary to provide adequate storage volume for the next rain and to reduce pressure on the fence. Take care to avoidundermining the fence during cleanout. Remove all fencing materials and unstable sediment deposits and bring the area tograde and stabilize it after the contributing drainage area has been properly stabilized.MAINTENANCE:Inspect the barrier at least weekly and after each significant (½ inch or greater) rainfall and make repairs as needed. Removesediment as necessary to provide adequate storage volume for subsequent rains. When the contributing drainage area has beenadequately stabilized, remove all materials and any unstable soil, and either salvage or dispose of it properly. Bring the disturbedarea to proper grade, then smooth and compact it. Appropriately stabilize all bare areas around the inlet.MAINTENANCE:Inspect temporary sediment basins at least weekly and after each significant (12 inch or greater) rainfall event and repair immediately.Remove sediment and restore the basin to its original dimensions when it accumulates to one-half the design depth. Place removedsediment in an area with sediment controls. Check the embankment, spillways, and outlet for erosion damage, and inspect theembankment for piping and settlement. Make all necessary repairs immediately. Remove all trash and other debris from the riser andpool area.MAINTENANCE:Inspect skimmer sediment basins at least weekly and after each significant (one-half inch or greater) rainfall event and repairimmediately. If the skimmer is clogged with trash and there is water in the basin, usually jerking on the rope will make theskimmer bob up and down and dislodge the debris and restore flow. If this does not work, pull the skimmer over to the side ofthe basin and remove the debris. Also check the orifice inside the skimmer to see if it is clogged; if so remove the debris. If theskimmer arm or barrel pipe is clogged, the orifice can be removed and the obstruction cleared with a plumber's snake or byflushing with water. Be sure and replace the orifice before repositioning the skimmer.MAINTENANCE:Inspect baffles at least once a week and after each rainfall. Make any requiredrepairs immediately. Be sure to maintain access to the baffles. Should the fabric of a baffle collapse, tear, decompose, or becomeineffective, replace it promptly. Remove sediment deposits when it reaches half full, to provide adequate storage volume for the nextrain and to reduce pressure on the baffles. Take care to avoid damaging the baffles during cleanout, and replace if damagedduring cleanout operations. Sediment depth should never exceed half the designed storage depth. After the contributing drainagearea has been properly stabilized, remove all baffle materials and unstable sediment deposits, bring the area to grade, andstabilize it.CAP WITH1.44" ORIFICE ATINV. ELEV. 274.75'
N/FGREGG RANDOLPHWILLIAMSPIN # 2806-80-0776DB 1076 PG 98PB 2 PG 98N/FFRANKLIN COUNTYPIN # 2806-80-0635DB 2021 PG 641PRF 3 PG SL 23BN/FCOMMUNITY REALESTATE HOLDING CO.INC.PIN # 2806-70-9466DB 1472 PG 484PB 2 PG 98N/FBERTHA ANN AND KEVING. FULLERPIN # 2806-70-9346DB 806 PG 736PB 2 PG 98N/FROSE D READPIN # 2806-70-9330DB 1215 PG 805PB 2 PG 98N/FTOMAS W. HARRIS JR.PIN # 2806-70-9149DB 1704 PG 58PB 2 PG 98N/FJAMES B. AND LINDA W.COTTRELL PIN # 2806-80-3282N/FDOUGLAS E. NICHOLSON PIN # 2806-80-2108DB 1877 PG 978PB 3 PG 25N/FJB MANAGEMENT LLC PIN # 2806-80-4189DB 1999 PG 119N/FJOLLY ST. MEDICAL OFFICE PIN # 2806-80-5166DB 2085 PG 925PB 3 PG 25CHRISTOPHER GRAY ANDCATHERINE L. HALES PIN # 2806-80-5166PIN # 2806-80-5513PB 6 PG 45OLD RIGHT-OF-WAY LINEPFR 3 PG SL-23B
S88°25'03"W 434.92'S75°12'24"E 205.56'S20
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'S15°23'19"E 13.60'N89°13'44"W 66.54'N12°10'11"E 70.93'N18°30'23"E 216.88'S89°55'08"E 51.59'N20°26'08"E 213.34'RECORDED AS 205.62'RECORDED AS 53.65'RECORDED AS 218.33'RECORDED AS 213.43'
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'RECORDED AS 434.84'RECORDED AS 13.60'RECORDED AS 66.54'RECORDED AS 71.00'RECORDED AS 216.48'RECORDED AS 51.91'RECORDED AS 32.19'PROPOSED BUILDINGEXPANSION20-BED BHUF.F.E. = 302.70'F.F.E. = 292.70'STAIRCASEF.F.E. = 290.70'STAIRCASELAYOUT PLAN KEYNOTESCODEDESCRIPTIONDETAILLOCATIONASPHALT PAVEMENT LIGHT DUTYC8.0 - 1ASPHALT PAVEMENT HEAVY DUTYC8.0 - 1CONCRETE HELIPADC8.1 - 4CONCRETE CURB AND GUTTERC8.0 - 2CONCRETE SIDEWALKC8.0 - 3DIRECTIONAL ARROWC8.0 - 8PEDESTRIAN CROSSWALKC8.3 - 3SEGMENTAL RETAINING WALL WITHGUARDRAILC8.0 - 5CONCRETE STAIRS WITH HANDRAILC8.0 - 4ACCESSIBLE RAMP - TYPE AC8.0 - 612' SECURITY MESH FENCEC8.2 - 5LIGHTED WINDSOCKSEE ARCH.PLANSCONCRETE BOLLARDC8.0 - 7HELIPAD SCREEN - CHAIN LINK FENCEC8.2 - 6CONCRETE FLUMEC8.3 - 2CONCRETE WHEEL STOPC8.3 - 5ACCESSIBLE PARKING SIGNC8.3 - 4ACCESSIBLE RAMP AT ADA PARKINGC8.3 - 6STONE MULCH BEDC8.2 - 7GRAVEL DRIVEWAYC8.3 - 7DRIVEWAY APRONC8.3 - 8VINYL FENCE GATEC8.2 -3CONCRETE PAVEMENTC8.0 - 1S1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S22S23PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-14172040100GRAPHIC SCALEPROPOSED LAYOUT LEGENDHEAVY DUTY ASPHALT PAVEMENTLIGHT DUTY ASPHALT PAVEMENTCONCRETE PAVEMENTCONCRETE SIDEWALKPROPOSED BUILDINGPROPERTY LINEEDGE OF NEW PAVEMENTNZONINGOFFICE & INSTITUTIONALSETBACKS:FRONT = 30 FTREAR = 20 FTSIDE = 15 FTPARKINGEXISTING:REGULAR = 131 SPACESADA= 12 SPACESTOTAL= 143 SPACESTO BE DEMOLISHED:REGULAR= 44 SPACESADA= 1 SPACEPROPOSED:REGULAR= 62 SPACESADA= 2 SPACESTOTAL:REGULAR= 149 SPACESADA= 13 SPACESTOTAL= 162 SPACES"NO PARKING"STRIPING20.0 FT24.0 FT20.0 FT10.6 FT24.0 FT10.0 FTTYP.24.0 FT
26.0 FT36.0 FT15.0 FT20.0 FT24.0 FT20.0 FT5.0 FTC5.0SITE LAYOUT PLANS4(TYP.)S2(TYP.)S3S5(TYP.)S5(TYP.)S8S7S6S6S5S10S10S6R120'R100'R30'R15'R15'R15'R15'R5'R5'R10'R5'R5'R15'R5'R5'R5'R15'R15'R15'R14'R30'R15'R25'R100'R50'R15'S11S920.0 FT
5.0 FT
9.6 FT
5.0 FT16.0 FT24.0 FT20.0 FT80.0 FT22.7 FT5.0 FTR41'R15'8.0 FT 10.5 FT20.5 FTS4(TYP.)20.0 FT120.0 FT22.7 FT140.0 FT21.4 FT
8.2 FT5.0 FT39.5 FT
18.3 FTR15'GENERATORSEE MEP PLANSFOR DETAILSTRANSFORMERSEE MEP PLANSFOR DETAILSMEANS OF EGRESSTO BE MAINTAINEDTHROUGHOUT CONSTRUCTION.TEMPORARY CONSTRUCTIONEXIT DOOR.24.0 FTONE-WAY SIGN12.5 FTS2(TYP.)S1(TYP.)S1(TYP.)S2(TYP.)S5(TYP.)S12FLUSH LED GREEN MARKER LIGHT (TYP.)SEE SHEET C8.1 DETAIL 4 FOR MOREDETAILS AND SEE ELECTRICAL PLANSFOR POWER CONNECTIONS DETAILS.CMU BLOCK WALLSEE STRUCTURALPLANS FOR DETAILSCONCRETE RETAINING WALL& CMU BLOCK WALLSEE STRUCTURAL PLANS FOR DETAILS.CONCRETERETAINING WALLSEE STRUCTURALPLANS FOR DETAILS.S14S13(TYP.)5.0 FT(TYP.)15.0 FT15.0 FT15.0 FT15-FT SIDE SETBACK (TYP.)15-FT SIDE SETBACK (TYP.)15-FT SIDE SETBACK (TYP.)S15S2S158.0

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6

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STORM STRUCTURE TABLEIDA1A2A3A4A5A6A7A8B1B2B3C1C2C3D1D2D3D4D5E1F1F2H1H2H3INVERT275.00278.00278.30279.00282.50285.60286.00290.00284.50286.00292.15282.50286.00287.00283.20293.50297.30297.70298.00285.00283.70284.25273.00274.10274.50RIM278.06282.69284.57285.95290.62293.08293.43296.55288.52291.00294.76287.64290.50290.50291.50297.50301.70301.50301.90291.50292.30292.22276.06279.00278.00TYPECONCRETE HEADWALLJUNCTIONSINGLE CURB INLETSINGLE CURB INLETSINGLE CURB INLETSINGLE CURB INLETSINGLE CURB INLETSINGLE CURB INLETSINGLE CURB INLET18" NYLOPLAST DRAIN18" NYLOPLAST DRAINSINGLE CURB INLETSINGLE CATCH BASINSINGLE CATCH BASINSINGLE CATCH BASINSINGLE CURB INLETJUNCTIONSINGLE CURB INLET18" NYLOPLAST DRAINSINGLE CATCH BASINCLEANOUTBLDG. CONNECTIONCONCRETE HEADWALLJUNCTIONPOND OUTLET STRUCTURESTORM PIPE TABLEINLETA2A3A4A5A6A7A8B1B2B3C1C2C3D1D2D3D4D5E1F1F2H2H3INVERT278.00278.30279.00282.50285.60286.00290.00284.50286.00292.15282.50286.00287.00283.20293.50297.30297.70298.00285.00283.70284.25274.10274.50OUTLETA1A2A3A4A5A6A7A3B1B2A4C1C2A5D1D2D3D4D1A4F1H1H2INVERT275.00278.10278.40279.10282.60285.70286.10278.40284.60286.10279.10282.60286.10282.60283.30293.60297.40297.80283.30279.10283.80273.00274.20LENGTH (FT)8310341519725951908081679376112851434933461301510014SLOPE (%)3.60%2.00%1.76%2.26%3.10%1.21%4.12%3.22%1.74%7.45%5.05%3.67%1.18%0.53%12.04%2.58%0.61%0.61%3.69%3.53%3.06%1.10%2.14%SHAPECIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARCIRCULARDIAMETER (IN)1818181818181818181218181818181818121812121818MATERIALHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeHDPE PipeN/FGREGG RANDOLPHWILLIAMSPIN # 2806-80-0776DB 1076 PG 98PB 2 PG 98N/FFRANKLIN COUNTYPIN # 2806-80-0635DB 2021 PG 641PRF 3 PG SL 23BN/FCOMMUNITY REALESTATE HOLDING CO.INC.PIN # 2806-70-9466DB 1472 PG 484PB 2 PG 98N/FBERTHA ANN AND KEVING. FULLERPIN # 2806-70-9346DB 806 PG 736PB 2 PG 98N/FROSE D READPIN # 2806-70-9330DB 1215 PG 805PB 2 PG 98N/FTOMAS W. HARRIS JR.PIN # 2806-70-9149DB 1704 PG 58PB 2 PG 98N/FJAMES B. AND LINDA W.COTTRELL PIN # 2806-80-3282N/FDOUGLAS E. NICHOLSON PIN # 2806-80-2108DB 1877 PG 978PB 3 PG 25N/FJB MANAGEMENT LLC PIN # 2806-80-4189DB 1999 PG 119N/FJOLLY ST. MEDICAL OFFICE PIN # 2806-80-5166DB 2085 PG 925PB 3 PG 25CHRISTOPHER GRAY ANDCATHERINE L. HALES PIN # 2806-80-5166DB 1100 PG 886PIN # 2806-80-5513PB 6 PG 45OLD RIGHT-OF-WAY LINEPFR 3 PG SL-23B
SS88°25'03"W 434.92'S75°12'24"E 205.56'S20
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'S15°23'19"E 13.60'N89°13'44"W 66.54'N12°10'11"E 70.93'N18°30'23"E 216.88'S89°55'08"E 51.59'N20°26'08"E 213.34'RECORDED AS 205.62'RECORDED AS 53.65'RECORDED AS 218.33'RECORDED AS 213.43'
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'RECORDED AS 434.84'RECORDED AS 13.60'RECORDED AS 66.54'RECORDED AS 71.00'RECORDED AS 216.48'RECORDED AS 51.91'RECORDED AS 32.19'SSSS295
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284283282 281274275 277
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285290
293292287
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3291289 287292288
289292294301 300298295 287288303305PROPOSED BUILDINGEXPANSION20-BED BHUF.F.E. = 302.70'F.F.E. = 292.70'STAIRCASEF.F.E. = 290.70'STAIRCASE02.6002.6002.7002.0002.5502.5502.6002.3592.7092.5002.7095.0090.7091.5091.5091.5091.5091.5091.5091.5091.0091.0090.5090.7090.7090.2589.7590.0090.5090.2590.3790.8795.0095.2595.2595.0094.7594.7593.5092.5091.5090.5090.5091.1091.0091.0592.0092.7092.6592.6592.5092.5092.5092.5092.5002.7002.7091.0091.0590.5090.5502.4002.7002.5502.7002.5002.7002.7002.7002.6002.7002.4502.3590.5090.5002.7002.0502.3002.4502.2502.5002.5002.5002.8002.8002.2502.3002.9002.4001.8002.1002.0002.3002.0802.2202.7002.5002.3002.6002.9000.9000.9000.6500.6501.1501.1500.9000.9000.2000.2000.5500.5500.2000.5578.0078.0002.7002.4502.6502.7001.7501.8000.2000.7000.3001.0001.8000.2501.1593.0002.4502.0002.1502.5589.6001.8501.2501.2500.8074.7574.7574.7574.7574.7574.7579.0079.0079.0079.0079.0079.0079.0002.6001.7502.5002.5802.5502.3002.7002.7002.4002.4002.4002.0002.3502.6502.7502.7502.2702.1302.5502.5588.9589.2590.5589.7590.2589.2589.7590.7589.4089.9094.7586.7587.2588.7588.2588.8589.3590.0090.5090.5592.9593.4593.5093.5093.5093.4592.9592.5592.0593.0592.55MM280
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279279278 280281282
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287 28428728929028528628728728828929029028928828828929129329429529
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301292
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297295D3D4D2A8B3A7A6F1F2D1E1B2A5C3C2B1C1A4A3A2H2A1H3H1D5273
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302301293294GRADING & DRAINAGE PLANKEYNOTESCODEDESCRIPTIONDETAILLOCATIONSINGLE CURB INLETC8.0 - 10SINGLE CATCH BASINC8.0 - 11JUNCTION BOXC8.0 - 9CONCRETE HEADWALLC8.0 - 13POND OUTLET STRUCTUREC8.0 - 12CLEANOUTC8.1 - 5STORMWATER PONDC8.2 - 1RIP-RAP OUTLET PROTECTIONC8.2 - 218" NYLOPLAST DRAINC8.4 - 1G1G2G3G4G5G6G7G8G9PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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TH CAROLINAP
R
OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-14172040100GRAPHIC SCALENC6.0GRADING & DRAINAGE PLANPROPOSED GRADING &DRAINAGE LEGENDPROPOSED SPOT ELEVATIONSTORM STRUCTURE LABELSTORM PIPESINGLE CURB INLETPROPOSED CONTOURSINGLE CATCH BASINJUNCTION BOX5555.10A1WATER LINEGAS LINEUNDERGROUND ELECTRIC LINEUNDERGROUND TELEPHONE LINESANITARY SEWER LINEG1G1G3G3G1G1G1G1G9G9G2G2G2G2G1G5G3G4G1G6G4G8G7VEGETATED SHELF(TYP.)G9PERMANENT POOL ELEV. = 274.75'PERM. POOL SURFACE AREA = 4,123 S.F.PERM. POOL VOLUME = 13,858 C.F.TEMPORARY POOL ELEV. = 276.00'TEMP. POOL SURFACE AREA = 8,134 S.F.TEMP. POOL VOLUME = 8,319 C.F.EMERGENCY SPILLWAY ELEV. = 278.00'EMERGENCY SPILLWAY WIDTH = 20.0'TOP OF BERM ELEV. = 279.00'20.0 FT
GRADE NOT TO EXCEED 2%SLOPE IN ANY DIRECTION INADA PARKING AREA.GRADE NOT TO EXCEED 2%SLOPE IN ANY DIRECTION IN20'X13' LOADING AREA AND20'X7' ENTRANCE WALKWAY.
N/FGREGG RANDOLPHWILLIAMSPIN # 2806-80-0776DB 1076 PG 98PB 2 PG 98N/FFRANKLIN COUNTYPIN # 2806-80-0635DB 2021 PG 641PRF 3 PG SL 23BN/FCOMMUNITY REALESTATE HOLDING CO.INC.PIN # 2806-70-9466DB 1472 PG 484PB 2 PG 98N/FBERTHA ANN AND KEVING. FULLERPIN # 2806-70-9346DB 806 PG 736PB 2 PG 98N/FROSE D READPIN # 2806-70-9330DB 1215 PG 805PB 2 PG 98N/FTOMAS W. HARRIS JR.PIN # 2806-70-9149DB 1704 PG 58PB 2 PG 98N/FJAMES B. AND LINDA W.COTTRELL PIN # 2806-80-3282N/FDOUGLAS E. NICHOLSON PIN # 2806-80-2108DB 1877 PG 978PB 3 PG 25N/FJB MANAGEMENT LLC PIN # 2806-80-4189DB 1999 PG 119N/FJOLLY ST. MEDICAL OFFICE PIN # 2806-80-5166DB 2085 PG 925PB 3 PG 25CHRISTOPHER GRAY ANDCATHERINE L. HALES PIN # 2806-80-5166DB 1100 PG 886PIN # 2806-80-5513PB 6 PG 45OLD RIGHT-OF-WAY LINEPFR 3 PG SL-23B
SS88°25'03"W 434.92'S75°12'24"E 205.56'S20
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'S15°23'19"E 13.60'N89°13'44"W 66.54'N12°10'11"E 70.93'N18°30'23"E 216.88'S89°55'08"E 51.59'N20°26'08"E 213.34'RECORDED AS 205.62'RECORDED AS 53.65'RECORDED AS 218.33'RECORDED AS 213.43'
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'RECORDED AS 434.84'RECORDED AS 13.60'RECORDED AS 66.54'RECORDED AS 71.00'RECORDED AS 216.48'RECORDED AS 51.91'RECORDED AS 32.19'SSSSG295
300
29829028
5
284283282 281274275 277
280
282
285
285290
293292287
2
9
6
2
9
3291289 287292288
289292294301 300298295 287288303305PROPOSED BUILDINGEXPANSION20-BED BHUF.F.E. = 302.70'F.F.E. = 292.70'STAIRCASEF.F.E. = 290.70'STAIRCASEMM280
285
290
278 279279
2852872902933
0
0
2
9
8 293291
2
9
4
299
299289290291292290289296295294297299298301302UTILITY PLAN KEYNOTESCODEDESCRIPTIONDETAILLOCATIONSANITARY SEWER LINE - SEE PLAN FOR SIZE-SANITARY SEWER MANHOLEC8.1 - 3GATE VALVEC8.1 - 6WATER LINE - SEE PLAN FOR SIZE-FIRE LINE - 6" DIP-2 12" WATER METER VAULTC8.1 - 9THRUST BLOCKC8.1 - 2TEE - SEE PLAN FOR SIZEC8.1 - 2FIRE DEPARTMENT CONNECTION-FIRE HYDRANT ASSEMBLYC8.1 - 1POST INDICATOR VALVEC8.1 - 7REDUCED PRESSURE BACKFLOWPREVENTERC8.1 - 10CLEANOUTC8.1 - 5DOUBLE DETECTOR CHECK VALVEC8.1 - 10REDUCER - SEE PLAN FOR SIZE-CAP-1" BACKFLOW PREVENTER AND METERC8.3 - 9U1U2U3U4U5U6U7U8U9U10U11U12U13U14U15U16U17PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-14172040100GRAPHIC SCALENCONNECT TO EXISTING WATER LINEWITH TAPPING SLEEVE AND VALVE.C7.0UTILITY PLANPROPOSED UTILITY LEGENDWATER LINEGAS LINEUNDERGROUND ELECTRIC LINEUNDERGROUND TELEPHONE LINESANITARY SEWER LINEA1SEWER STRUCTURE LABELU1U2U3U8U7U10U7U9INV. OUT OF BUILDING = 288.00'SEE PLUMBING PLANSFOR CONTINUATIONU7U7U7U7U11U6U12SEE PLUMBING PLANS FORCONTINUATION32 L.F. 6" PVC PIPE@ 0.63% SLOPE32 L.F. 6" PVC PIPE@ 0.50% SLOPE37 L.F. 6" PVC PIPE@ 0.57% SLOPEU13INV. = 287.80'EXI. INV. IN (EAST) = 287.82'INV. IN (SOUTH) = 287.15'INV. OUT = 286.95'6"X6"X6"U14U152.5"U5U46" PVCU42.5" PVCU86"X6"X6"U16RAISE RIM OF SANITARYSEWER BOX ANDCLEANOUT TOPROPOSED GRADE.RAISE RIM OF SANITARYMANHOLES TOPROPOSED GRADE.CONNECT TO EXI. MANHOLEINV. IN = 286.74'6" DIPU151"U41" TYPE "K"SOFT COPPERU17RIM ELEVATIONS TOMATCH EXISTING GRADE.
PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-1417C8.0DETAILS124"NOTES:1.CONCRETE TO BE 3500 PSI.2.PROVIDE CONTROL JOINTS AT LENGTHEQUAL TO WIDTH OF WALK. MAXIMUMLENGTH OF 6-FT.3.PROVIDE EXPANSION JOINTS AT EVERY 4THCONTROL JOINT.4.PROVIDE A MAXIMUM CROSS-SLOPE OF2.0%CONCRETE SIDEWALKNOT TO SCALE4"VARIES - SEE PLANSMINERAL AGGREGATE BASEEXPANSION JOINTCONTROL JOINT1/8"1"4"1/2"4"1/4"1/8" RADIUS1/8" RADIUS6"x6" - W2.9 X W2.9 W.W.F.1-1/2" CLEARPAVEMENT SECTIONSNOT TO SCALELIGHT DUTY ASPHALT SECTION3" ASPHALT SURFACE (NCDOT S-9.5B)TO BE PLACED IN TWO LIFTS.6" CRUSHED AGGREGATE BASE COURSE(NCDOT ABC)COMPACTED SUBGRADEHEAVY DUTY ASPHALT SECTION2.5" ASPHALT BINDER (NCDOT I-19.0C)8" CRUSHEDAGGREGATE BASE COURSE(NCDOT ABC)COMPACTED SUBGRADECONCRETE PAVEMENT SECTION5" PORTLAND CEMENT CONCRETE@ 4,000 PSI4" CRUSHED AGGREGATE BASE COURSE(NCDOT ABC)COMPACTED SUBGRADE6"x6" - W2.9 X W2.9 W.W.F.1-1/2" CLEAR5' MAX.SPACE EVENLY4"18"TO RADIUS36"6" RADIUS12" EXPANSIONJOINT12" EXPANSIONJOINTCONCRETESIDEWALKCONCRETESIDEWALK6"6"6" MIN.4"24"18"4000 PSICONCRETE#4 BARS AT12" O.C.12"TREAD18"#4 BARS AT12" O.C.1.5" DIA. TUBULAR STEEL HANDRAIL. PRIMEWITH ZINC CHROMATE PRIMER AND PAINTWITH 2 COATS OF EXTERIOR ENAMEL, BLACK.14 GA. 12" SQUARE TUBULAR STEEL PICKETS, 4"APART.SLOPE 18" PERFOOT#3 NOSINGSUPPORT34" R1"STAIRS W/ HANDRAILNOT TO SCALE3459101112"6"7"24"6"18"3" RADIUS4" MINERALAGGREGATE BASE6"NOTES:1.CONCRETE TO BE 4000 PSI.2.PROVIDE CONTROL JOINTS EVERY 10LINEAR FEET ALONG CURB.3.PROVIDE EXPANSION JOINTS EVERY 90LINEAR FEET.CURB & GUTTERNOT TO SCALESECTION A-A24"16"4"4"24"AA6"9"MANHOLE CASTING60°VARIES 30"NOTES:1.PRECAST CONCRETE TO BE MIN. 4000PSI WITH STEEL REINFORCEMENT.2.PROVIDE 9" AGGREGATE BASE OF #57STONE. EXTEND BASE 6" OUTSIDE OFMANHOLE DIAMETER.3.MANHOLE CASTING TO BE NEENAHR-1556 OR APPROVED EQUAL.GROUT FILLRUBBER BOOT4.5' DIA.6" MIN.PROVIDE BUTYL SEALANT BETWEENFRAME AND MANHOLE TOP SECTIONTO PROVIDE WATER TIGHT SEAL.PROVIDE "O" RING ORRAM-NECK SEALINGBETWEEN SECTIONSAGGREGATE BASESINGLE CATCH BASINNOT TO SCALEBBNOTES:1.PRECAST CONCRETE TO BE MIN. 4000 PSIWITH STEEL REINFORCEMENT.2.PROVIDE 6" AGGREGATE BASE OF #57 STONE.EXTENT BASE 6" BEYOND INLET BASE.3.MANHOLE CASTING TO MATCH PROFILE OFCURB AND GUTTER. NEENAH R-3339-A ORAPPROVED EQUAL.4.FOR PIPE SIZES 18" AND LARGER, MIN INTERIORWIDTH IS EQUAL TO PIPE DIA. + 12"AASECTION A-ASECTION B-BAGGREGATE BASEGROUT FILLGROUT FILLCATCH BASINCASTING6"PROVIDE BUTYLSEALANT BETWEENFRAME AND MANHOLETOP SECTION TOPROVIDE WATER TIGHTSEAL.MIN. SLOPE 1"IN 12"6"AS REQUIREDPROVIDE "O"RING ORRAM-NECKSEALINGBETWEENSECTIONS28" MIN.NOTES:1.CONCRETE TO BE 4000 PSI.2.REINFORCING STEEL SHALL MEET ASTM A615 FOR GRADE 60.MIN. 2" CLEARANCE.3.PIPE TO BE GROUTED INTO HEADWALL ON SITE.4.PRECAST HEADWALLS ARE ACCEPTABLE IN LIEU OF CAST INPLACE. PRECAST ELEMENTS TO MEET ASTM C9135.CHAMFER ALL CORNERS 1".CONCRETE HEADWALLNOT TO SCALEPLAN VIEWELEVATIONSECTIONDIMENSION TABLEPIPE DIA.UP TO 18"18" TO 30"30" TO 42"42" TO 60"60" TO 72"ABCDE15"36"30"50"96"24"48"42"62"120"30"60"48"76"136"36"80"54"96"160"42"92"66"108"176"#4 BARS AT 9" O.C.12" MIN.9"ABDDPIPE DIA.8"8"AB8"12"C8"8"#4 BARS AT 9" O.C.2-#4 BARS2-#4 BARS2-#4 BARS9"SLOPESINGLE CURB INLETNOT TO SCALEBBAASECTION A-ASECTION B-BAGGREGATE BASEGROUT FILLGROUT FILLCURB INLETCASTINGTOP OF CURB6"PROVIDE BUTYLSEALANT BETWEENFRAME AND MANHOLETOP SECTION TOPROVIDE WATER TIGHTSEAL.MIN. SLOPE 1"IN 12"6"AS REQUIREDPROVIDE "O"RING ORRAM-NECKSEALINGBETWEENSECTIONSNOTES:1.PRECAST CONCRETE TO BE MIN. 4000 PSIWITH STEEL REINFORCEMENT.2.PROVIDE 6" AGGREGATE BASE OF #57 STONE.EXTENT BASE 6" BEYOND INLET BASE.3.MANHOLE CASTING TO MATCH PROFILE OFCURB AND GUTTER. NEENAH R-3065-A ORAPPROVED EQUAL.4.FOR PIPE SIZES 18" AND LARGER, MIN INTERIORWIDTH IS EQUAL TO PIPE DIA. + 12"28" MIN.678ACCESSIBLE RAMP - TYPE ANOT TO SCALECONCRETE SIDEWALKCONTROL JOINT5'CURB & GUTTER6'CURB RAMPMAX. 8.33% SLOPEMAX. 2% CROSS-SLOPESLOPE
0.500.005'X5' RAMP LANDINGMAX. 2% SLOPEIN ANY DIRECTION5'POND OUTLET STRUCTURENOT TO SCALESTORMWATER JUNCTION BOXNOT TO SCALE13'-4"9'-4"8'-0"4'-4"5'-0"6'-7"3'-4"4'-4"R3'-8"1'-3"1'-8"8'-3"1'-1"2'-8"3'-1"8"4"1'-5"1'-5"10"ROADWAY DIRECTIONAL ARROWNOT TO SCALE1213SEGMENTAL RETAINING WALLNOT TO SCALEReinforced SoilRetained SoilFoundation SoilDesign Height8" Min. Low Permeable Soil24"Keystone Cap UnitKeystone StandardUnitUnit Drainage Fill(3/4" Crushed Rock or Stone)Finished GradeUnreinforced Concreteor Crushed StoneLeveling PadApproximateLimits ofExcavation4" Perforated PVCDrainage Tile1/8" - 1/4"8"NOTE:THIS DETAIL IS PROVIDED AS A REFERENCE. THECONTRACTOR SHALL COORDINATE WITH THESEGMENTAL WALL MANUFACTURER TO PROVIDESTAMPED ENGINEERED PLANS FOR THE PROPOSEDWALL FOR APPROVAL OF ENGINEER. CONTRACTORSHALL SUBMIT THE STAMPED PLANS TO LOCALJURISDICTION FOR ANY REQUIRED APPROVALS.Grid DepthPRECAST CATCH BASIN2-FT WIDE WEIRELEV. = 276.00'TOP OF RISERELEV. = 278.00'6" PVC PIPECONNECTION WITH0.6" DIA. ORIFICEELEV. = 274.75'2-FT2-FTPROVIDE TRASH RACK OVER RISERAND WEIRS. RACK TO BE 2"x2"ANGLES WELDED AT CORNERSWITH #5 BARS SPACED EVENLYBOTH WAYS. TACK WELD AT EACHCROSSING AND EACH END.2-FT WIDE WEIRELEV. = 276.00'18" HDPE PIPEINV. = 274.50'PLAN VIEWCROSS SECTION-BCROSS SECTION-A0.6" DIA. ORIFICEELEV. = 274.75'6" PVC PIPE. SECURE TOOUTLET STRUCTURE ATELEV. = 274.75'.PROVIDE DRILLED0.6" DIA. ORIFICE ATBOTTOM OFCONNECTION TOSTRUCTURE. EXTENDPVC PIPE OUT WITH 90°BEND DOWN INTOPERMANENT POOL.18" HDPE PIPEINV. = 274.50'6" PVC PIPECONNECTION WITH0.6" DIA. ORIFICEELEV. = 274.75'2-FT WIDE WEIRELEV. = 276.00'CONCRETE BOLLARDNOT TO SCALE12"4" DIA. STEELPIPE6"FILL POST WITHCONCRETEPAINT POSTYELLOWCONCRETE ENCASEMENT.3500 PSI CONCRETE36"48"Pedestrian Guardrail. Refer to Detail C8.2 - 41.5" ASPHALT SURFACE (NCDOT S-9.5B)
PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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KFIRM LICENSE: P-1417C8.1DETAILS124FIRE HYDRANTNOT TO SCALETHRUST BLOCKNOT TO SCALENOTES:1.FLOOD LIGHTING TO PRODUCE 3 FOOTCANDLES (32 LUX) OF ILLUMINATION.2.TLOF TO BE 12" WHITE SOLID LINE3.FATO TO BE 12" WHITE DASHED LINEWITH A MAXIMUM 6'-0" AND MINIMUM5'-0" LINE SEPARATION BETWEEN DASHES.4.INTERNALLY LIGHTED WINDSOCK TO BEMANUFACTURED BY F.E.C. HELIPORTS OREQUIVALENT5."H" TO BE SOLID WHITE.HELIPADNOT TO SCALE68.5 FT64.5 FT
40.0 FT
2.0 FTEDGE OF HELIPADFATOTLOFFATO: FINAL APPROACH AND TAKE OFF AREATLOF: TOUCHDOWN AND LIFTOFF AREAØ
3
5
.
0

F
T18" WIDE YELLOW STRIPE12" WIDEWHITE STRIPEFLUSH LED GREEN MARKER LIGHT. SEEELECTRICAL FOR POWER CONNECTIONDETAILS. PROVIDE "INSET LIGHT" BY FEDHELIPAD EQUIPMENT OR APPROVEDEQUIVALENT (8 TOTAL)4
.
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F
T
4.0 FT57POST INDICATOR VALVENOT TO SCALETO RISER ROOMPADLOCK1 14 " SQ.TAMPER SWITCHBODYSTANDPIPEFINISHED GRADE6"36"4-FT MIN.FIRE LINE5 18 "12"CLEANOUTNOT TO SCALEPROVIDE WYE CONNECTION WHEN INLINE WITH PIPE. PROVIDE 45° BENDWHEN AT END OF LINE.PROVIDE 4" CONCRETERING.PROVIDE BRASS CASTING INPEDESTRIAN AND TRAFFIC LOCATIONS.STANDARD PVC CAP IN ALL OTHERLOCATIONS. ENSURE TOP FLUSH WITHFINISHED GRADE. PROVIDE PVC CAP INALL OTHER LOCATIONS.FLOW6" DIAMETER3SANITARY SEWER MANHOLENOT TO SCALE6GATE VALVENOT TO SCALE92 1/2" METER VAULTNOT TO SCALE8SANITARY SEWER PIPE BEDDINGNOT TO SCALEBACKFLOW PREVENTERNOT TO SCALEFLOWCOMPACTEDSUBGRADE6" 3000 PSI CONCRETE SLAB.DIMENSIONS PER ENCLOSUREMANUFACTURER SPECIFICATIONIF RPZ, PROVIDE DRAIN PORT FOR POSITIVEDRAINAGE OUT OF ENCLOSURE (MINIMUMTWICE THE SIZE OF RPZ)4" MIN. CLEARANCEWITH VALVE OPENOR1'-6"MIN.NO LEAD DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLYVARIES(SEE MANUFACTURER)NO LEAD DOUBLE CHECK VALVEBACKFLOW PREVENTION ASSEMBLYVARIES(SEE MANUFACTURER)WEDGE ACTION RETAINER GLAND(MJ x MJ VALVE SETTER MAY ALSOBE USED)APPROVED CLASS 350 DIP, RESTRAINEDOR RODDED TO MAIN LINE VALVEGFCI ELECTRICALRECEPTACLEAPPROVEDOS & YGATE VALVECLASS 350DIP FLANGEDFITTINGCLASS 1, ASSE 1060 HEATED &INSULATED WEATHERPROOF ENCLOSUREANCHORED TO CONCRETE PADDIP, MJ FITTING (ROD BACK TO MAIN LINE VALVEAND PROVIDE REACTION BLOCKING OR INSTALLLOCKING RETAINER GLAND)VARIES
(SEE MANUFACTURER)FLOWADJUSTABLEPIPE SUPPORTMAINTAIN 2" ANNULARAREA AROUND DIP ANDELECTRICAL CONDUITNO LEAD REDUCED PRESSURE DETECTOR BACKFLOW PREVENTION ASSEMBLYVARIES (SEE MANUFACTURER)NOTES:1. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTIONASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511.2. REDUCED PRESSURE DETECTOR BACKFLOW PREVENTIONASSEMBLY SHALL COMPLY WITH ASSE 1047.3. DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLYSHALL COMPLY WITH ASSE 1015 & AWWA C510.4. DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLYSHALL COMPLY WITH ASSE 1048.5. BACKFLOW ASSEMBLY SHALL BE CENTERED ON CONCRETE PADAND CENTERED WITHIN ENCLOSURE.6. CLASS I, ASSE 1060 HEATED AND INSULATED WEATHERPROOFENCLOSURE REQUIRED.7. STANDARD 120V GFCI ELECTRICAL RECEPTACLE TO BE INSTALLEDIN ACCORDANCE WITH THE N.C. ELECTRICAL CODE FOROUTDOOR OPERATION.8.PIPE MATERIAL SHALL BE CLASS 350 DIP APPROVED BY THETOWN.9. INSTALLATION SHALL BE IN COMPLIANCE WITH ALL APPLICABLETOWN ORDINANCES AND SPECIFICATIONS IN ADDITION TO THEN.C. PLUMBING CODE.10. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCEAND OPERATION OF BACKFLOW ASSEMBLY AND COMPLIANCEWITH REPORTING AND TESTING REQUIREMENTS.11. ALL 'NO LEAD' BRASS COMPONENTS SHALL MEET UNS C89833AS PER ASTM B584.6"MIN.CLASS 350 FLANGE BY PLAIN ENDDIP RESTRAINEDVALVE OPEN
(SEE MANUFACTURER)C1'-0"CLEAR1'-0"CLEAR36" MIN. COVER
1" CLEAR10
PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-1417C8.2DETAILSSTORMWATER POND DETAILNOT TO SCALEPERMANENT POOLELEV. = 274.75'TEMPORARY POOLVOLUME ELEV. = 276.00'PERMANENT POOLELEV. = 274.75'TOP OF BERMELEV. = 279.00'EMERGENCY SPILLWAYELEV. = 278.00'100-YR WSEL = 277.68'FOREBAY BERMELEV. = 274.75'BOTTOM OF FOREBAYELEV. = 271.50'BOTTOM OF PONDELEV. = 269.50'6:1 VEGETATED SHELFBOTTOM ELEV. = 275.00TOP ELEV. = 276.00'6-FT10-FT6-FT6:1 VEGETATED SHELFBOTTOM ELEV. = 275.00'TOP ELEV. = 276.00'211216131331613131NOTES:1.RIP-RAP TO BE d50 = 6"2.TOP OF RIP-RAP TO BE AT FINISHED GRADE.RIP-RAP OUTLET PROTECTIONNOT TO SCALESET TOP OF RIP-RAPAT FINISHED GRADE11'12.5'11'15"FILTER FABRICSUBGRADECONCRETEHEADWALLCONCRETEHEADWALLPLAN VIEWSECTION VIEW123249/21/2015DATE:REV:SH:DR:TITLE:MATRIX Secure Perimeter Enclosure GridnhaneyA1 OF 1AMERISTARwww.ameristarfence.com1-888-333-3422Tulsa, OK 741161555 N. MingoRSCALE: DO NOT SCALECK:36"Min. Post Setting1"NominaStandardHeights8'-6", 10'-6" & 12'-6" htNumber of RailsVary with Height8 O.C. NominalMatrix Grid Filler.5" x 13R Modified (.188 strand) shown(multiple mesh filler options available)Matrix ForeRunnerGrid ChannelMatrix Rail(See Cross Section Below)Matrix I-Beam Post1NOTESAdditional height options available upon request.(8'-6" ht shown)Matrix Rail quantity configurations:8'-6" ht./3 rail, 10'-6" ht./3 rail & 12'-6" ht./4 railSee Matrix specification for standard list ofarchitectural mesh filler options4" I-beam used for 8'-6", 10'-6" & 12'-6" heights12342 18"2 18""No-Mar" PolyesterPowder Finish CoatEpoxy Base CoatZinc Phosphate &Conversion CoatingUniform Zinc Coating(Hot Dip Galvanized)Base MaterialMatrix rails are not only designedas structural framework but alsoto be leveraged as a raceway forIDS, conduits, low voltage wiringand/or anti-ram cabling.Matrix I-beam posts provide strength and integrated design functionality.the I-beam flange is manufactured to easily connect system rails withoutany additional bracket attachments, and the I-beam web design has passthough ports at each rail location for total systems integration.Matrix ForeRunner Grid channelprovides a secure and simplisticinstallation of multiple infill materials.The channel cover plate retains the infillmaterial while concealing fasteners foradded security.Matrix Grid Filler options define the level of security for thefence system. Filler options can increase delay time and/or thelevel of visibility. Available fillers are as follows: X-Span(expanded metal), WireWorks (welded wire),and X-Screen (louvered mesh).Values shown are nominal and not to be used for installation purposes. See product specification for installation requirements.12' SECURITY MESH FENCENOT TO SCALE5VINYL FENCE GATENOT TO SCALE4' - 0"HINGES5"x5" GATE POSTCONCRETEENCASEMENT3000 PSI10' - 0"5' - 0"VINYL T&G INTERLOCKING PICKETSSTEEL POST4'10"3' - 6"LOCK MECHANISMNOTES:1.FENCE TO BE RAINIER PRIVACY GATE OR EQUIVALENT.2.VINYL TO MATCH SURROUNDING EIFS. COLOR TO BE SELECTED BY THE ARCHITECT.3.FENCE RAILS TO FACE INSIDE OF FENCED AREA.346" RADIUS1.5" DIA. TUBULAR BRUSHED ALUMINUMHANDRAIL.5' MAX.SPACE EVENLY3" MAX.42"42"14 GA. 12" BRUSHED ALUMINUM PICKETS,4" APART.(ONLY PROVIDE PICKETS ON RETAININGWALL SIDE OF RAMP.)PEDESTRIAN GUARDRAILNOT TO SCALERETAINING WALLCMU BLOCK WALLSEE STRUCTURALFOR DETAILS.CMU BLOCK WALLSEE STRUCTURALFOR DETAILS.1.5"x5.5" GATE RAILW/ ALUMINUM CHANNEL1.5"x5.5" GATE RAILW/ ALUMINUM CHANNEL1.5"x5.5" GATE RAILW/ ALUMINUM CHANNELGATE SOCKET POSTHANDLES4' - 0"6"MIN. 6' SEDIMENTSTORAGE DEPTHMIN. 6' SEDIMENTSTORAGE DEPTH6"STONE MULCH BEDNOT TO SCALE4-6" ROUNDED RIVER STONES; GREY-BROWNTONES; SEE PLANSLANDSCAPE WEED CONTROL FILTERFABRIC (TYPAR OR EQUIVALENT)COMPACTED SUBGRADE18" MIN, SEE PLAN12"EXTERIOR FACEOF BUILDINGTOPSOIL MIX*1/2"ADJACENT LANDSCAPEBED AREA OR LAWN7PERMANENT POOL ELEV. = 274.75'PERM. POOL SURFACE AREA = 4,123 S.F.PERM. POOL VOLUME = 13,858 C.F.TEMPORARY POOL ELEV. = 276.00'TEMP. POOL SURFACE AREA = 8,134 S.F.TEMP. POOL VOLUME = 8,319 C.F.EMERGENCY SPILLWAY ELEV. = 278.00'EMERGENCY SPILLWAY WIDTH = 20.0'6HELIPAD SCREEN - CHAIN LINK FENCENOT TO SCALENOTES:1. ALL FENCE COMPONENT MATERIALS SHALL BE EITHER HOT DIPPED GALVANIZED STEEL OR IRON.2. PLASTIC SLATS TO BE PROVIDED THROUGH ENTIRE CHAINLINK FENCE. COORDINATE COLOR WITH ARCHITECT.3. CONCRETE SHALL BE 3000 PSI.10' - 0"TOP RAILCENTERRAIL2" LINEPOSTTENSIONWIRECONCRETEENCASEMENT3" CORNERPULL POSTSTRETCHBAR4' - 0"3' - 0"3"PLASTIC SLATS (TYP.)
PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINA041741SEALN
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OFESSIONALENGINEERADAM W. CRUN
KFIRM LICENSE: P-1417C8.3DETAILS18" NYLOPLAST DRAINNOT TO SCALE1CONCRETE FLUMENOT TO SCALE2'2'CURB & GUTTER2-FT WIDE, 2-FT LONGCONCRETE FLUMECURB & GUTTER23PEDESTRIAN CROSSWALKNOT TO SCALE12"24"NOTES:1.THE PEDESTRIAN CROSSWALK SHALL BE INCOMPLIANCE WITH ADAAG 403.3.2.MARKINGS SHALL BE SOLID WHITE PAINTED ONASPHALT.3.PAINT 12" WIDE STRIPES AS INDICATED. USE PORTER"TRAFFIC WHITE" PAINT OR APPROVED EQUAL.5'PEDESTRIAN CROSSWALKFACE OF CURBACCESSIBLE RAMPCONCRETE WHEELSTOPNOT TO SCALE30"10"PRECAST CONCRETEWHEELSTOPNOTES:1.CONCRETE TO BE 3500 PSI.2.REINFORCED WITH 2 #3 BARS.EDGE OF PAVEMENT6-FT6"5CURB RAMP AT ADA PARKINGNOT TO SCALESLOPE0.500.00CONCRETESIDEWALKCURB & GUTTER.TRANSITION TO FLUSHWITH ASPHALT OVERLENGTH OF CURB RAMPCURB RAMPMAX. 8.33% SLOPEMAX. 2% CROSS-SLOPE6'5'5'X5' RAMP LANDINGMAX. 2% SLOPEIN ANY DIRECTION5'X5' RAMP LANDINGMAX. 2% SLOPEIN ANY DIRECTION5'5'6NOTES:1.PROVIDE VAN ACCESSIBLE SIGN AT VANACCESSIBLE SPACES ONLY.2.SIGN SHOULD BE 7-FT FROM FINISHEDGRADE TO BOTTOM OF SIGN.3.SECURE SIGN TO POST AS REQUIRED.ACCESSIBLE PARKING SIGNNOT TO SCALESTAINLESS STEEL POSTOR T-POST7'2'CONCRETE FOOTING3000 PSI6"47GRAVEL DRIVEWAYNOT TO SCALE#57 STONE8" MIN.FILTER FABRIC10-FTWIDTH VARIES. SEE PLANS.SAW-CUT CURB AND PLACEA PRE-MOLDED EXPANSIONJOINT BEFORE POURING THECURB TRANSITION AND RAMP.16" CURB TRANSITION(TYP. EACH SIDE)EXIST. CURB (TYP)8"GRAVEL DRIVESLOPE 3/4" PER FOOT, MAX.STREET8DRIVEWAY APRONNOT TO SCALEPLAN VIEWSECTION "A-A"4" CRUSHED AGGREGATE BASE1"91" BACKFLOW PREVENTER AND METERNOT TO SCALEGRASS (TYP)
N/FGREGG RANDOLPHWILLIAMSPIN # 2806-80-0776DB 1076 PG 98PB 2 PG 98N/FFRANKLIN COUNTYPIN # 2806-80-0635DB 2021 PG 641PRF 3 PG SL 23BN/FCOMMUNITY REALESTATE HOLDING CO.INC.PIN # 2806-70-9466DB 1472 PG 484PB 2 PG 98N/FBERTHA ANN AND KEVING. FULLERPIN # 2806-70-9346DB 806 PG 736PB 2 PG 98N/FROSE D READPIN # 2806-70-9330DB 1215 PG 805PB 2 PG 98N/FTOMAS W. HARRIS JR.PIN # 2806-70-9149DB 1704 PG 58PB 2 PG 98N/FJAMES B. AND LINDA W.COTTRELL PIN # 2806-80-3282N/FDOUGLAS E. NICHOLSON PIN # 2806-80-2108DB 1877 PG 978PB 3 PG 25N/FJB MANAGEMENT LLC PIN # 2806-80-4189DB 1999 PG 119N/FJOLLY ST. MEDICAL OFFICE PIN # 2806-80-5166DB 2085 PG 925PB 3 PG 25CHRISTOPHER GRAY ANDCATHERINE L. HALES PIN # 2806-80-5166PIN # 2806-80-5513PB 6 PG 45OLD RIGHT-OF-WAY LINEPFR 3 PG SL-23B
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289292294301 300298295 287288303305PROPOSED BUILDINGEXPANSION20-BED BHUF.F.E. = 302.70'F.F.E. = 292.70'STAIRCASEF.F.E. = 290.70'STAIRCASEMMPROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
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LANDSCAPE ARCHITECTNo. 19732040100GRAPHIC SCALENL1.0LANDSCAPE PLANREQUIRED:·3 VARIETIES OF NATIVE SPECIES·50 PLANTS/50 S.F. OF SHELF AREAPROVIDED:·2,200 S.F. OF SHELF AREA·552 NATIVE PLANTS TOTAL·3 VARIETIES PROVIDED @ A QUANTITY OF 184 FOR EACHVEGETATIVE SHELFVEGETATIVE SHELF PLANTINGAS62AS62AS60HI60HI62HI62HL62HL62HL60LANDSCAPE PLAN KEYNOTESCODEDESCRIPTIONDETAILLOCATIONPLANTING BED LIMITSL2.0 - 2IRRIGATION LIMITSNAAREA TO BE SEEDED LAWNSPECSAREA TO BE SODDED LAWNSPECSL1L2L3L4REFER TO SHEET L2.0 FOR PLANT LIST.L1L2L4L4L4L4L4L4L4L4L4L4L4L4L4L4L4L4L4L4L4L4L4L4L4L4L4L3L3L3L3L3L3L3L34" PVC IRRIGATION SLEEVE(TYP.)AR1AR1AR1AR1IN3LI1ICG11IC14LI24IC6IC6LI4IC115NO TREES PLANTED IN FLIGHTPATHIC33
PROJECT NUMBER:DATE:SHEET NUMBER:This drawing shall not be reproduced, published, storedin an electronic retrieval system, or used in any waywithout permission of the Architect. Copyright 2018.HMK Architects PLLC615.369.6020 FAX [phone] Maryland Way, Suite 109Brentwood, Tennessee3702716245.03FRANKLINMEDICALCENTER20 BEDEXPANSION forOCTOBER 4, 20181894 GENERAL GEORGE PATTON DR.
SUITE 600
FRANKLIN, TN 37067
[phone]
WWW.CRUNKENG.COM
CRUNK ENGINEERING LLCCONSTRUCTION DOCUMENTSLOUISBURG,NORTHCAROLINAFIRM LICENSE: P-1417N
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LANDSCAPE ARCHITECTNo. 1973L2.0LANDSCAPE DETAILSPLANT LIST:PLANTSCODEQTYBOTANICAL NAMECOMMON NAMECONTCALSIZESPREADREMARKS AR4Acer rubrum `October Glory`October Glory Red MapleB & B3"10`-12`3-4` IN 3 Ilex x. "Nellie R StevensNellie R. Stevens Holly B & B6`5-6` LI36Lagerstoemia indicaCrape MyrtleB & B2" 6`4.5-5`Well branched IC 160 Ilex cornuta compacta Dwarf Burford Holly 3 gal 24" ICG 11 Ilex x meserv. China Girl China Girl Holly 3 gal 24'VEGETATED SHELF AS 184 Asclepias incarnata Swamp Milkweed Plug HI 184 Hibiscus coccinea Scarlet Rose Mallow Plug HL 184 Hibiscus laevis Halberdleaf Rose Mallow PlugIRRIGATION NOTES:1.LANDSCAPE CONTRACTOR TO PROVIDE IRRIGATION SYSTEM ON ADESIGN/BUILD ARRANGEMENT FOR AREA NOTED ON THE PLAN.CONTRACTOR TO PREPARE DESIGN DRAWINGS IN ACCORDANCE WITHPERFORMANCE SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL ANDSUBMIT SAME FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TOCONSTRUCTION.2.CONTRACTOR TO CONFIRM ADEQUATE PRESSURE EXISTS TO OPERATESYSTEM PRIOR TO INSTALLATION.3.IRRIGATION SPRINKLER HEADS SHALL BE MANUFACTURED BY EITHER TOROOR RAINBIRD. IRRIGATION CONTROLLER SHALL BE TORO VISION II MODELOR APPROVED EQUAL.4.MAIN LINE TO BE CLASS 200 PVC PIPE. LATERAL LINES TO BE CLASS 150PVC.5.IRRIGATION SYSTEM TO BE OPERATIONAL BEFORE PLANTING MATERIALSMAY BE INSTALLED IN PLANTING BEDS.6.INSTALL SPRINKLER HEADS ACCORDING TO MANUFACTURERSSPECIFICATIONS. FLUSH ALL LINES BEFORE INSTALLING NOZZLES.7.WIRE CONNECTIONS TO BE MADE BY USING RAINBIRD MODELST-103/PT-ST SNAP-TITE CONNECTIONS.8.LEAVE 18 INCHES OF ADDITIONAL WIRE AT EACH VALVE LOCATION. ROLLWIRE INTO COIL AT EACH LOCATION.9.ALL VALVES SHALL BE LOCATED IN AMATEX 10 INCH CIRCULAR VALVE BOXESWITH COVER, OR EQUAL.10.IRRIGATION CONTRACTOR TO COORDINATE PLACEMENT OF REQUIREDSLEEVES WITH GENERAL CONTRACTOR PRIOR TO PAVING AND CONCRETEINSTALLATION BEING COMPLETED.4ADJACENT LAWN OR PAVEMENTPLANTING AREA TO RECEIVESPADE CUT EDGE OF LAWN4"6"REFER TO GRADING PLANS FORFINISH GRADEBACKFILL WITH BLENDED SOIL MIXTURE. 1 PART PEAT*2 PARTS TOPSOILMEDIUM: 1 PART COMPOSTED ORGANIC MATERIAL 3"MULCH (3" DEPTH)OR EDGE OF PAVEMENTSPADE BED EDGENOT TO SCALEGROUNDCOVER PLANTINGREFER TO GRADING PLANS FOR FINISHEDGRADES3" MULCH LAYER (TYP.)8" PREPARED SOIL MIXTURE: 1 PARTORGANIC MATERIAL (PEAT OR APPROVEDEQUAL), I PART SAND AND 2 PARTSEXISTING SOILSUBGRADE (TYP.)NOT TO SCALEEQUAL SPACING UNLESSINDICATED OTHERWISESET ROOT BALL ON UNDISTURBED SOILAT BOTTOM OF PITSHRUB PLANTINGBACKFILL MATERIAL OR SOIL MIXTURE (TYP.)SLOPE AND SCARIFY SIDES OF PLANT PITIF INDIVIDUAL SHRUBS ARE PLANTEDMIN. 4" DEEP SPADE BED EDGE AROUNDPLANTING BEDS ADJACENT TO LAWN AREASREFER TO GRADINGPLANS FOR FINISHEDGRADES3" LAYER OF MULCH (TYP.)BACKFILL WITH SOIL MIXTURE:ONE PART PEAT, ONE PART SAND,AND TWO PARTS EXISTING SOILCROWN OF ROOT BALL(S) SHALL BEINSTALLED 1-2" ABOVE FINISHED GRADECONDITIONS PRIOR TO MULCHINGNOTES:1. WHERE SHRUBS APPEAR IN BED AREA, 3" OF MULCH SHALLBE SPREAD OVER THE ENTIRE AREA WITHIN THE BED ASINDICATED ON THE PLANS.2. DO NOT PRUNE SHRUBS BEFORE ACCEPTANCE.3. CAREFULLY REMOVE CONTAINER FROM ROOT BALL USEDFOR SHRUB(S). ANY BROKEN OR CRUMBLING ROOT BALL(S)WILL BE REJECTED.4. IF SHRUB IS B&B, REMOVE BURLAP FROM TOP 13 OF ROOTBALL OR COMPLETELY REMOVE BURLAP IF SOILS ARE POORLYDRAINED.5. SCARIFY ROOTBALL IF ROOT BOUND IN CONTAINER PERHORTICULTURE STANDARDS.NOT TO SCALEPLANTING NOTES1. THE LANDSCAPE CONTRACTOR SHALL CONFIRM ALL MATERIAL QUANTITIES. IN THE EVENT OF A DISCREPANCY, THE QUANTITIES SHOWN ON THE PLAN SHALL TAKE PRECEDENCE OVER THE MATERIAL SCHEDULE.2. NO SUBSTITUTIONS OF SPACING OF PLANT MATERIALS SPECIFIED ON THIS PLAN MAY BE MADE .3. THE CONTRACTOR IS TO VERIFY LOCATION OF ALL EXISTING UTILITIES. PROTECT UTILITIES THAT ARE TO REMAIN, REPAIR ANY DAMAGE ACCORDING. COORDINATE WITHTHE APPROPRIATE UTILITY COMPANY.4. ALL PLANTING BEDS TO RECEIVE FINELY SHREDDED HARDWOOD MULCH.5. APPLY PRE-EMERGENT HERBICIDE TO ALL PLANTING BEDS IMMEDIATELY PRIOR TO PLACEMENT OF MULCH FOR WEED CONTROL.6. ALL LAWN AREAS WITHIN THE PROJECT AREA ARE TO BE SODDED WITH FINE BLADED FESCUE IN ACCORDANCE WITH THE DRAWINGS.7. THE LANDSCAPE CONTRACTOR SHALL OBTAIN REQUIRED PERMITS AND COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, AND CODES.8. ALL PLANT MATERIALS SHALL COMPLY WITH THE AMERICAN STANDARD FOR NURSERY STOCK FOR SIZE AND QUALITY.9. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REFUSE ANY PLANT MATERIAL OR ANY DEFECTIVE WORKMANSHIP.10. ALL LAYOUT WORK SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER PRIOR TO OPENING ANY PLANT PITS.11. SHOULD THE LANDSCAPE CONTRACTOR ENCOUNTER UNSATISFACTORY SURFACE OR SUBSURFACE DRAINAGE CONDITIONS HE SHALL CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY.12. PROTECTIVE FENCE SHALL BE INSTALLED AROUND EXISTING TREES BEFORE CONSTRUCTION.32DECIDUOUS TREE PLANTINGNOT TO SCALE